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,,�gOFOLir- Town of Southold 9/3/2015 t4 � P.O.Box 1179 rre;i 53095 Main Rd �a�F,,��1- �, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37765 Date: 9/3/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 8000 Wickham Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 108.-1-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/29/2015 pursuant to which Building Permit No. 39844 dated 6/4/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels as applied for. The certificate is issued to Rutkoski,Robert&Rutkoski,Marilyn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39844 7/23/2015 PLUMBERS CERTIFICATION DATED 1 Authorized Signature TOWN OF SOUTHOLD 0SUFFot���G BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39844 Date: 6/4/2015 Permission is hereby granted to: Rutkoski, Robert & Rutkoski, Marilyn PO BOX 1143 Mattituck, NY 11952 To: Installation of roof mounted solar panels as applied for. At premises located at: 8000 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 108.-1-2 Pursuant to application dated 5/29/2015 and approved by the Building Inspector. To expire on 12/3/2016. Fees: SOLAR PANELS $50.00 CO-ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 011 Bui •ing nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1%lead. S. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)nonconforming,uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic - . features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00_ 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate olOccupancy-$25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. 512211s- New )2 211SNew Construction: Old or Pre-existing Building: x (check one) Location of Property: 8000 W ier he v (cv Q, OTA-1-44 ft tCK. House No. Street Hamlet • Owner or Owners of Property: Robert Rutkoski Suffolk County Tax Map No 1000,Section 108 Block 1 Lot 2 Subdivision - Filed Map. Lot: Permit No. . Date of Permit. Applicant: GreenLogic LLC Health Dept.Approval: Underwriters Approval: . Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50.00 pplicanI Signature l�,,, „....,.._ 10�ll®fitN `&®!/j'® Town Hall Annex it ® ® ` Telephone(631)765-1802 54375 Main Road ; \ Fax(631)765-9502 co P.O.Box 1179 le\ .41t•le roger.richedc town.southold.ny.us Southold,NY 11971-0959 ��CONTI,* .'I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Robert Rutkoski Address: 8000 Wickham Avenue City: Mattituck St: New York Zip: 11952 Building Permit#: 39844 Section. 108 Block: 1 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic License No: 43858-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: 11.455 Watt Roof Mounted Photovoltaic System To Include, 35 SPR E20-327 Pane 1-SB 5000 TL Inverter, 1-SMA 6000 TL Inverter,Combiner Box Notes: fp--Y, Inspector Signature: 7 �-�� Date: July 23, 2015 Electrical 81 Compliance Form.xls 1' : - -„:f vl '����O��OF SOpjyolo ;# * aQ,'/�� TOWN OF SOUTHOLD BUILDING -DEPT. _ - 765-1802 INSPECTION: H. ' ,i- :: : - [ ] FOUNDATION- 1ST ' [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND- [ ] INSULATION, [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH), [5] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: frt6,(4-C_ Zi---C-7-lele_,--- 0 ' ----- , /4/ 5e6c(i9),L, DATE 7 2'�j INSPECTORS , ,6- . Pacifico Engineering PC ' __ . Engineering Consulting 700 Lakeland Ave, Suite 2BP[. y Ph: 631-988-0000 r. ices Bohemia, NY 11716 P Fax: 631-382-8236 www.pacificoengineering.comC''`I G c solar@pacificoengineering.com July 28, 2015 -- --,1E 1r 9 PBuildDe artment Box 1179 R \ 151i Southold, NY 11971 Subject: Solar Energy Installation for Marilyn and Rob Rutkowski i I, - ' Section: 108 8000 Wickham Avenue Block: 1 Mattituck, NY 11952 Lot: 2 I have reviewed the solar energy system installation at the subject address on July 28, 2015.The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer of NEL-4-1I;,.. •-r•, " / * ,. yns ,,. Y1� ' „, ``n .-W /."e 006610 - - 0n �-.- � O Ra• ��. al Engineer NY 0.. -"-, 4GE04744306 • FIELD rNSPEcoN REPORT ( DATg f y coni E�NTS Illb 'OUND,A ON(1ST) :. , ., • FOUNDATION(2ND) " i tli , 9 . �- 1 f . . . . , . .. 0' g . . ... . . .. ... . • . c.:5 . . • • i3 ROUGH FR & .H • PLUMBING . • . . •. ti, Cli • y INSULATION PER N.Y. . ` -•• STATE ENERGY CODE . . . . . . . • - t t - t d r �' . . • • FINAL ,f • , • • f I%�sI ILA. .. • _..�1 1 .? '(s 5.,.. 3/ �) -06, , .-� . - Lam: ' . . . .. . o .. • - . , ..... i , . , ..... t . . . . . " . . . ..... . , . . ..;,,,,r;61 . . . . . . . . _ . _, i . _. . , . • • . . . . lz-- . . • • � 0 .1 . . -- -- 1ST 'z, t d 1 a i • CC TOWN OF SOUTHOLD - BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL , . Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 . 3 n e• Survey ' SoutholdTown.NorthFork.net PERMIT NO. Check ' . Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined (pI + ,20 15 Storm-Water Assessment Form Contact: C Approved . i if :20 IS Mail to: GreenLogic LLC Disapproved a/c 425 County Road 39A,Southampton,NY 11968 j l) Phone: 631-771-5152- • Expiration IA 3 ,20 ! (p 7-: L V E Bu' g Inspector • Rk PLICATION FOR BUILDING PERMIT MAY 292015 .� ' Date May 22 • ,2015 . INSTRUCTIONS . BLDG DEN • Ii:11Pr,1 1 '9:n PI,iii-- .- -impletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. ' c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. • f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. &eenLogic LLC (Signature of applicant or name,if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general-contractor,electrician,plumberor builder • Contractor Name of owner of premises Robert Rutkoski '(As on the tax roll or latest deed) ' If applicant is a corporation, signature of duly authorized officer , (Name �&.6 lA _ d title of corporate orrtcer) Builders License No. 40227-H • ' Plumbers License No. N/A ' Electricians License No. 43858-ME - • ' " ' 'Other Trade's License No. N/A - ' 1. Location of land on which proposed work will be done: 8000 Wickham Avenue =Mattituck _ House Number' ' Street Hamlet , ' County Tax Map No. 1000 Section' 108 Block 1 Lot ' , +' , ' ,2 Subdivision Filed Map No.A treo; °I A ArittotAl Sha'wolit is alr.ilii ,„nldi.:q 10t;toll ttin4fo* ,Molikrd it's ty.31';:li-.. 4 et'OS Ei a xr,A'a'.+ 4g lifl4: ,r> irafr$ ` 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwelling 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other WorkRoof mounted solar electric system (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars - 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front - Rear Depth Height Number of Stories - Dimensions of same structure with alterations or additions: Front Rear . " Depth Height Number.of Stories p ' 8. -Dimensions of entire new construction: Front Rear Height Number of Stories - 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO 8000 Wickham Ave 14.Names of Owner of premises Robert Rutkoski. . Address Mattituck, NY 11952 Phone No. 631-252-0513 Name of Architect Pacifico Engineering PC Address70o Lakeland Ave,BohemiaPhone No 631-988-0000 Name of Contractor GreenLogic LLC Address 425 County Road 39A Phone No. 631-771-5152 Southampton,NY 11968 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E:C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO )( -* IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) , Nesim Albukrek being duly sworn,deposes and says that(s)he is the-applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer,etc.) - of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. ' Sworn to before me this A - -1 - day of r 20 I. AlaMA,V1• Notary Public _ _ Signature of Applicant BARBARA A.CASCIOTTA Notary Public,State of New York - No.01-CA4894969 Qualified in Suffolk County Commission Expires May 11010 - 0. Scott A. Russell ,�,,�a©s� '�NSTORMWATER SUPERVISOR MANAGEMENT z SOUTHOLD TOWN HALL-P.O.Box 1179 " ' r 53095 Main Road-SOUTHOLD,NEW YORK 11971 - "4, At. ,,, Town of Southold o., * „.., CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) 'i DOES THIS PROJECT INVOLVE; ANY OF THE FOLLOWING: s (CHECK ALL THAT APPLY? es tNo s; 11100 A. Clearing, grubbing, grading or stripping of land which affects more ;1 than 5,000 square feet of ground surface. li i ®M B. Excavation or filling involving more than 200 cubic yards of material iE' 'll within any parcel or any contiguous area. , i ❑p C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ,,' ®D D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. IIF OD E. Site preparation within the one-hundred-year floodplain as depicted !, ±i on FIRM Map of any watercourse. DD F. Installation of new or resurfaced impervious surfaces of 1,000 square 1 feet or more, unless prior approval of a Stormwater Management I Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. '1;' , S.C.T.M. �: 1000 Daiv APPLICANT. (Proper((Owner,Design Profe ionnt Agent,Contractor,Met);i' DLn ice NAMED GreenLoa�7ic LLC (Nesim Albukrek) 108 1 2 5/22/15 �i! section Block Lot i e�<!---e--(-A/L. {ix**.l'OR BUILDING DEPARTMENT USE ONLY "r* i.! ,n Contact Inlcrmateon 631-771-5152 �y ^ P ' Rei iewed By: ' ri Property Address/Location of Construction Work: Date: -�-� "�c ej 1 Approved for processing Building Permit. i + 8000 Wickham Ave, Mattituck, NY 11952 i , .WA Stormwater Management Control Plan Not Required. i, Ei 'i El Stormwater Management Control Plan is Required. ,; itForward to Engineering Department for Revie‘‘..) {' FORM—# SMCP-TOS MAY 2014 yo szit,Town Hall Annex 54375 Main Road ! Telephone(631)763-1802 (631}7 ggEp2 P.O.Box 1179 roger.flchertOwtt.S0110[t1.nV.uS Southold,NY 1197I-0959 Q 4,:z 1i eof ..•srll BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Barbara Casciotta Date: 5122 1)5- an Com Name: Company GreenLogic LLC Name: Robert Skypala License No.: 43858-ME Address: 425 County Road 39A, Southampton, NY 11968 ' 'Phone No.: 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) • *Name: `ZO ��J- b -Ico514; *Address: SOcxa ;eX. ► i € mC.ci- (..1cx.i NSI I 1 G_Sa *Cross Street: mtA lP RC-)ad *Phone No.: 631- 2 Sa_05-13 Permit No.: Tax.Map District: 1000 ection: 108 Block: 1 Lot: 2 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) '-ge' F rncurlied 2 I-toC-kt c 3k5}Q/VI. I5rnA c cc5TL-uS- inverle r, I •8ChC-� &et-.01-L-US-D2 i;nver4 s-, 5sunftwer %moi .--EEO-3 T7 1111C/10-LPL 4 l If 41445 Gc a++S. • (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In CO *Do you need a Temp Certificate: NO ' 3 Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 1 • *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form /o, � 5 (- ...-e• _,= .' 4,0 ----------___-:— ,, "s ,,. , ,,...,.. .., .,•.- _ . _ ,. 7' 'Ir.----_,/ =',Iii ,AP,•,, - ) - TOWN OF SOUTHOLD PROPERTY RECORD CARD IV - I ..L.,-,--... -----r---'-- --- - OWNER STREET`E 0-6'6 VILLAGE DIST ' SUB LOT K_ ' 9 • , ' ''''-''-0,4 Kibl:-.,:16-:y '' ', . W.-Ycktf\--Lccw' Alte----- YY:LtTilli AAC - s ACR. 4_ 3/rREMARKS L /// 2 • t gek//a H-7 /zi(16R ge9 /qq- (44/77-0 ) TYPE OF BLD. 3/, ) 0 / I Z:cD j f PROP. CLASS -31I/0 1- - 02A-vm rn1.441M6f;'`,%;'41:5 • /(9-C.) . ,Vd0-b I, in/a) LAND IMP. TOTAL DATE lid*- L iiq 13174-41-17.,kretc-c° c;,,--:„ -h,, 74.41c5k;q-W-1- , .1,; ., li-try--) I Litr). , 4 1/q 1 14-00 d13;no 57,7200 ,// s I c/99 -ji*?). - 94i-r,e,g t/q11‘61 .;:),-i"-ep.0,. ( , ( ft . 4:. zi 2,06) 2. 5 00 P%C.i1 ,(,,o0 f3 9 00 /I 5 /i ki-- 3/)9_940 , , . I '''',:'. -'.. -i4 2 3 ,-.,‘:.:. isZ, 0 0 /J .300 J,. :34/03 //:-- 2 -z'300 /`7500v - / , , - Q,..vii if / 2t00 103/08 311 log— 1117i.o - !ci-p 311/6q (V172 ) /tio ei 3/rycia ) 00 15 -700 1E2.00 i .2_/-i51/ 0 J71105 - )1 /1,17:. ,31(trs-7 100A L311106 1 i ,L____ , ,06 6 3 1 1:1/1 // /PP) NI/7 1( 'Pe-11 _.4--i/1 /\Z-- // /00'0 , L3 //6 fs;- /1 /0-e---e) 3(// I 3 // I)aclin BP* 32,67? replaces bp • alciLit. .kv-d., , 411-710c? 8f.-i-P 33 fl Construct farm bLu \ _1 ,ex 11117)6g- Fitrateld-3. - \ - c-ca--- /Obi - 6a70 -1.-4) ti 1/ 4FRONTAGE ON WATER \ TILLABLE 4 -4 2.-io =-- /0'2° . _ FRONTAGE ON ROAD WOODLAND , i'74c- (ii) 1 = 1Z80 DEPTH MEADOWLAND zzeo BULKHEAD - HOUSE/LOT — _ _ ..1 . . TOTAL rJ _rte __ s i • ��TOWN OF SOUTHOLD PROPERTY RECORD CARD Iv/ -�/ /60 6 - 1o� - l- ? - i OWNER STREET ///76.3 / VILLAGE. DIST. -SUB. LOT 141r) 1 --nn J--ilifrlikil 4 : /,'-I-, , CA'---- -AS/ L ',741 0) --t-----. 9----e.,....„-- 0 FORME OWNER N - E - _ AC 'R:,..., �. .`��n,�4��.� ,/�✓�- ten acrd.cj1Yrs-l-lR►-i C��(Ioti°i�4-t i r, 1� •. f7-j 'S �v "(843 U +) TYPE OF BUILDING t5 C a f' W RES r ?r0 SEAS. VL K.F.,ARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 2/I 9105 LS-7.04 r„4 57E.- FAA`•\-'ko•,,Fr-5i.<', 4-. PO4L-:w--:::.t -7.-_5—CP) -2,..- s a c.) -/3 A.,.,.�,� /.a ,Ly- f2 1 , 1,S-94-e, _.. fi ` 6 r) /i2 4 ia 1- 3 .4 Ia--0 1 9 d-6 '�-',1Q iA t ,t626.4u'_ a., .,arra e< G"_0 id-6 3/.�d/F/ L6' -3VerJ ./ g e,„.- +`'6. Y. 11,.r./ V .a/ ! 4/ j —.. /�Ci L 1 F ' i l,i7:- ,j-,_� z .s/.�° /f'2,— '13 d'47/ i c?' /! c // /r rl //FIG- / 3 6o if "SAGE BUILD NG CONDITION `j/t q 6-1)5 p/0- E'` /36 o Cta7z6: o CON5/3 DITION //:;-,..; a/-3ov �� �_ Cr'-Y. Y, Intl U 'r 3 // O7 /lJ ii r i /3od Ci • L O 33t b ;� e .3 /t/gi (( // it IJD-0 C NEWT-r)cD NORMAL BF�OC cA t }' ��3 ,,Q-A ,� c,� . FARM ,( Acre Value Per Value/ r SOU , .,�-/��r(�� 6 I i i' l' ` I . Tillable 61� /5 1/2,. r9-'cJ 2) f 3r 7.1 644 SPS 1? n 4/ v U Tillable 2 s-736/re ,e r/ to 9 rsi1 (31/73 a)r�/1 k-Z /300 PH73 1 Tillable 3 5.1Q 9 ( 36') e / I .10,l -- ; Woodland 7I1,,t/ eanit-.. Pu -lout"3 lir, 0.0 Cc „r.2rot°,7 et41,a G/ Swampland FRONTAGE ON WATER FRONTAGE ON ROAD Brushland 3 v 0 M ii,o% , ,,D . House Plot DEPTH / D / rNt•w /•-t 1 D 4/C , /a idL a!/a . BULKHEAD 4081- LII R 3p 4Y3�f 164f' ti E to Total DOCK U-1-6 S ° ;J- Dg -//� �. _ COLOR r L Li i '4 >t,.m,"�,5�.,-„,------A77,- ;--4,167-,'-'"--'-r-";-'-fr• -,,-.77: ' $t,-'''''4:* _ _ _....... TRIM 1_ — Z. 1a. -y, I -//=tf f .dF _;'''''''-'4.:?,. ,ny�aY g r__ � _ I. A Lf `�R `,�tfY rte - ..:::-,,f7-:�ItY9 y..`:. _ ,..t,;.Y .... 1 ; - - •. I Ll fa f>/-t . Ia+�;�;'T�111i 11_L',),-,•,-- s} r �''f {{ s [ t�j�A ��{�t r.a}1r_r iiP ifiir;p • rr y.•ti` 1 J ',1 .-..�.•... ry � fe. }t 3 Id fzr..1 1#• -,--1.-±„K• z t 1 .`s I , _ xe .,..:t-1,1:1%).'''.4,,j.,, -0'."..',. : ' .", '- - : F ky � `. : >~ In�r# ' ��k 'I ti t — }#. '^+�yz r� x �' v�,,, a,� YI .ply= , ay. , � y�� -„,':4'i.3 'f' 'd^* 1 y� '"'T;4., ”+` ....... („ 7a 't'. in, ,, ;-1. t Ile � „0_7;',...A; 1� ^!,Tr 7* '' .,-.,,i..:1,..-•-„ i S""i Y f;:41: fit Nb• t' _. -_ e —. — 1� 5 qt. '( � >.# g�",{ r4 "� � 'fry}f�r�*x N+� .sn� t71��i � '' Z� Z Ifzs t�3 3 .. Ftt,�'n' �!."'at ,r `r'�tk ��(( * } '1 3rte 4 ,x J' �.n tot Qt. r . fly' ° t4 Ion=1=2 02/02 ___I����`.._ _-- _ 1st 2nd_ M. Bldg39>d2�, /ot/I y�<2 _ �, Foundation C° :ins. B. Bath // Dinette 00 0BY ? y�S lnf�,�! _ COMBO Extension /87 7o7!7 3So7?7vBasement L PARTIALFloors Kit (r��4' /7 - 7� 1 - 1 Extension Ext Walls � ��� Interior Finish L R Yes Extension Fire Place -1/c-7-'s- Extension . Heat D.R il Ye5 Patio Woodstove BR. 3 d r hl la pGa)..T A�110—.7! O Porch;eP: �l�o = l `�'' 3` 7- / (� Dormer Baths z`�z- — 3z `rz = 38tt Deck fin,Z = 2 4/5-6 ,ZS //lf Dock Fan. A.C. Z8�Z `� = 69/2 /.ZS" /o/5-- Garage G' „f�� �� rol o-B. t 6oxi 00 ‘ c)(20 L. C �� Pool /'�, 7.06./.-'0‘-"-''' 947��� < 3 N6 P-'0l-".dt� lr/70f4 f o CJ f v J�.2/�t� f �o-J'i-Q ,.fae / GREENLOGIC® ENERGY May 22, 2015 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Robert Rutkoski who has engaged us to install a roof-mounted solar photovoltaic (PV) electric system for his home at 8000 Wickham Ave, Mattituck In connection with this application, please find attached: • Building Permit application • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application • Application for Electrical Inspection • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) • 2 Electrical Drawings • 2 Spec. sheets of the solar panels • 2 Spec. sheets of the inverter • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for$200 Please let us know if you need anything else in connection with this application. Yours truly, • Qeu Qc.C_. Barbara Casciotta Account Manager Barbara@Greenlogic.com 631-771-5152 ext. 117 GREENLOGIC LLC c www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd.39A 200 S.Service Rd , #108 Southampton, NY 11968 Rosyln Heights, NY 11577 e we ?is; Town Hall Annex Telephone(631)765-1802 54375 Main Road ; cos Fax(631)765-9502 P.O.Box 1179 Q,,�� Southold,NY 11971-0959 lyc®UNT` , "1 August 5, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Greenlogic 425 County Rd 39A Southampton NY 11968 Re: Rutkowski, 8000 Wickham Ave, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Note: Certification required from an architect or engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39844— Solar Panels GREENLOGIC® ENERGY September 1, 2015 i SEP 3 2015 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 39844 Rutkoski 8000 Wickham Ave., Mattituck Dear Roger: Enclosed please find the Engineer's Certification Letter for the above referenced solar electric system,which we installed. Please arrange to send the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, hitat4i,t, Barbara Casciotta Office Manager Barbara@Greenlogic.com 631-771-5152 Ext. 117 GREENLOGIC LLC ®www.GreenLogic.com Tel 877 771.4330 Fax: 877 771 4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd.39A 200 S Service Rd ,#108 Southampton, NY 11968 Rosyln Heights, NY 11577 SURVEY ®F RA - 0 �°f- 51 TUB 1�fTTI TUGS �rOL_D------ TOWN OF SOUT OLD _ __ _ MIDDLE ROAD)-'� _- }� �/ O i—_.__.—...___ ` GONGRLTE ROAIDW/>,1' N ,n CERTIFIED TO: , m SUFFOLK ROBERT RUTKOSKI SURVEYED OI-2q-q8 R=9538 4 BARN LOG. 10-22-q8 # # 84 C, PROP, HSE. 12-23-00 eft I i1F 315 AMENDED; 02-01-01, cu e8' FND. LOG. 04-30-01 �� * * FINAL 03-15-02,04-10-02 11° f • y S.G. TAXA 1000-103-1-2 illk KI aVi 11i O a p: Nell # I ilf - a I II ' • �.0—. 1�N 26 fl`s * O OCZ e 895' a S' f * —A 0 in I STORY z ,N..�ME 6 115' _ j{Vv:iE 255' M.' .1MM� 4N q e ':� ,'' 11O �. 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MONUMENT FOUND �ma,a,e,I.,talr,r aaY,aNr rc A.�•5aa �q Ilii r 0491 uvl vmlai Y009 10.010lm,01.0 „WCIV to lin va}av,s of Llar hi y 000.0,0(.411.41u AREA = 4.80 ACRES ).,,31%(1 3 ‘Al rM rc t tm»In m e In r.�l�,l>�Il.l�a. 03I\ ` � SCALE:I"= 60' JO} C. EI�LERS LAIC SURVEYOR LOCATION OF WELLS B SEPTIC 6BASTMAINSTRBBT N,Y,S,LIC.NO 50202 ,PROVIDED BY OTHERS J RIVERHBAD,N.Y.11901 369-8288Fax369-8287 REFERENCE # 96-109E1 --- _....._,_,;,:r,— YSJF New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone.(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A n 203801194 GREENLOGIC LLC 425 COUNTY RD 39A STE 202 SOUTHAMPTON NY 11968 POLICYHOLDER CERTIFICATE HOLDER GREENLOGIC LLC TOWN OF SOUTHOLD 425 COUNTY RD 39A STE 202 BUILDING DEPARTMENT SOUTHAMPTON NY 11968 53096 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 2226 371-9 i 324327 08/11/2014 TO 08/11/2015 8/15/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2226 371-9 UNTIL 08/11/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 08/11/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:33393451 U-26.3 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 01/30/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). - PRODUCER Brookhaven Agency,Inc. Brookhaven Agency,Inc. (AICN o F,t).(631)941-4113 FAXINC.No):(631)9414405 128 Old Town Road Suite C AE-MAIL brookhaven.agency@verizon.net PO Box 850 CUSTOMERPROUCER TIn#• East Setauket NY 11733 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: HDI-Gerling America Insurance Co. Greenlogic,LLC INSURER B: Merchants Preferred Insurance Co. 425 County Road 39A,Suite 202 INSURER C: First Rehab Life Insurance Co. Southampton,NY 11968 INSURER D• INSURER E: AGCS Marine Insurance Company INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSRLTYPE OF INSURANCE AD cR SUBR POLICY NUMBER (MM/DDIYYYYI (Y EFF MM POLICY LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY X X EGGCC000076915 01/31/15 01/31/16DAMAGE ES(TRENTED 100,000 PREMISO Fa nccunpnce) $ CLAIMS-MADE X OCCUR MED EXP(Any one person) $5,000 X XCU PERSONAL&ADV INJURY $1,000,000 X Contractual Liab GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $2,000,000 7 POLICY 11� I PF LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B X ANY AUTO CAPI043565 8/11/14 8/11/15 (Ea accident) $1,000,000 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE $ _ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY I IMITS FR ANY PROPRIETORIPARTNER/EXECUTIVd IN/A E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ C NYS Disability D251202 4/11/13 4/11/15 Statutory Limits E Installation Floater/Property MX183958282 4/15/14 4/15/15 $400,000 $1,000 Ded DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE 4 <NSZ> ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD „talk,. AlaL, ....es.- ._ _...,.....411166.-._ -. h....—... -...- 1...4 6.04 b. 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( VETERANS TRANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858-ME f',/ .':•ii ' , . , 7't 11' i SUFFOLK COUNTY \k •,t`•‘;^‘T /11;!5.4 I :,.`;‘•\A K.i•1 ' 1 Master Electri clan License .• ,,I ''',,:-.:-_,` 1 • • . \ This is to certify that ROBERT J SKYPALA . • ; ' f.,;-.•',„ ; doing business as ;, • ... .„_",4,4 . I GREENLOGIC LLC " ) -----• ) \,' — •‹...-1,.. ; ;,,,,\--, having given satisfactory evidence of competency,is hereby licensed as MASTER ELECTRICIAN in accordance . 1.,;..„N, ;•i\Y`:>\\ K 6 ' \ '<?) 1-. i with and subject to the provisions of applicable laws,rules and regulations of .- , -:---. )- 1.•• : 1 the County of Suffolk, State of New York. /..- ---,•'; r — ' Additional Businesses \ .1,..,c://, •1 , ' . .,'",` • (• ,,r Vt 'f ..- .,,..,..,, - --1 . \\. / I NOT VALID WITHOUT ;\ ( \,\ I . ....I DEPARTMENTAL SEAL '-' 't I ' I . 1i / --. -.- AND A CURRENT ':'- I CONSUMER AFFAIRS . r ---, I., JPCARD Director i •.:-:,:./ 1. %. 1-",•/—L--..i,'V': -c...''-'''‘4;kk.:)ii>.''; .,..''--- ;.,\F_Ats-,,.'-V ,,,,,,s,'I.1 . ,,),'';''•:'','„4,','-''')''.K'':'-.,'” ,.-....1„,-,':,_‘.:.i,--\--,-,-,,,R,4—',.„?,/..''..'.1; \6,1. .1;- -..c--4-;;i7.:-M'. .- 1: -\^',‘-',.z;::‘r.,,,.,.),.cs1.;`.,i,:q:X:,y/.,,"....,-.-,.-_,,.1•f,/.-,,..\',\'i'•..-.'•-c,-,i4,--iA2,--:N—eI,74i'.\p''-'f',',,;,,-,.. /--/•'0.A,„__:i.,,,,Ls,,--.,,;V\,\,,Lx.-.0I&,%:,0,l,i,,Cjn.:•___1-_,:-i__--,i/...7.1'-,\,:.:;::,-.,.,;c,>,,,-,•:,:,,q s..,--:.::‘,,,,V-,.-;/4p..,i....)'i,-:"-.--f_f. 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Yi,'•�--- R ;Y✓V' $rir� ,.`] c, >4v:Tl w‘• *.•••• % ." % ':?`74.‘.$a::: 4 Suffolk County Executive's Office of Consumer Affairs -tis;yk VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 .f f Jry .. DATE ISSUED: 5/25/2006 No. 40227-H 7TT�- ,h; � SUFFOLK COUNTY ' `� ' Home Improvement Contractor License , $ /�* This is to certify that MARC A CLEJAN , .,-, doing business as ,. N GREEN LOGIC LLC ,rte'' Y�j� ' having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules `� and regulations of the County of Suffolk,State of New York is hereby licensed to conduct business as a HOME =;1 IMPROVEMENT CONTRACTOR,in the County of Suffolk. 5 _ Additional$usinesses s <r ., f.,,,..,..;;',''. 4.: {t. ytf S NOT VALID WIT#TOUT , ?~ DEPARTMENTAL SEAL s k s _'. 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J,":Ms ,,.5,.:}. ,:ny ,tr4,, ,,_y•,. K � ;wE ,y ', ,,: w.. )::::7,.. ^s7• " rr'. �,k`�R '.r•S� aF n^4 r^o*. ..,a +,. .,w 9 ic`c. /.f.'„)r .. f'r fi h`; v`3, I+ }.,,,;,„-„,,,,-:.,,;',,,,.%� t r1:\ uar. 'hy rS� a,,"`*")::::7“,..; h S i h r�`' .,} �:4;4'41.4:” z+.rt '''''.: 1 .wt..+•y + \ Jn J + ,/ --- --:`,/..41-k.;-: -.'•') �,j n, r4��Y a • W w u� LL �' °� GREENLOGIC aw0Cc Oco LLQ ® •° � LI- ® cn ¢ 11' ( t— wo J � = " OOZ Cr' ENERGY cm f- f- a z co w U CO w cc co U _O F Gre nLog/c,LLC Approved Pai Iiii ILI CC w v� W I— Z f— , Ili Man�yn and Rob Rutkoski C) a Ow C=1 w J ® 0 ® Q �� ® -' 800((��, iickham Ave. iriwwne O Uo Fm = O ® Z : �" Ma tuck,NY 11952 Q2z•nacc .6 Ocj = w „ 0 3: c..) ` Ci: j w � � O � C7 va" � f�— w � "OZJ � U .. a Surface#A: ® Cu U O O 0 it F- O-� [ tiu ® �► ►i = TotalESystem Size:11.445kW W "V) S Z O N Q (n Fw- U z O CA Q Off= h Z ° Array Slze:11.445kW Q M w F., 2 Z w = U Z O L1.1<— < e. 6 ® 1 string of 8 and 1 string of 8 on SB-5000TL J Q — O CC O O J c IA Q CA IL._< p 1 string of 7 and 2 strings of 6 on SB-6000TL m 000IZEP ° F- U � F-- uy � oC l= t2fj� co i m NZZa" 0 _I JOzLLI � 0 � ao� � � 1 f-d--, Azimuth:150° � � L.L. coo0Bc6 = wzIn UOU5vCZ7 SLC i ! ® Pitch:30° i:LiW I- OLL Ou. LL LB Ca O 0 Monitoring System: . i Q wOcDO . Ca LL. Z t` u_ oi of 4 ¢ CC >. C3 O i.Li ; SunPower ® 0 i ! i Panel/Array Specifications: i 1 Panel:SunPower 327W �� Racking:SunFrdme Panel: 4'5.3X41.18" NrAISI/AllUMFANIU Array:34'5.3"X 20'11.085" 4OP, Surface: ---------- Surtace:97'X23'8" 1A ""1""11"1' Magic Legend: KE v ------ ® 35 SunPower 327W Panel e ],'"" 46 RacEco as en Qu Rail � ' "„"' • 48 Eco-Fasten Quickfoot /'�klilA ° 11, 2Dx1C0"Douglas Fir Rafter 16" 1lig Notes: • 11111,1113/1: Number of Roof Layers:1 Z Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: rt,,,'C.13¢ NES y {1 r. ,-Y., • m / oO 08618 4 ,9O/ Sstox-- Drawn By:ADL Drawing#1 of 5 ° Date:5/15/2015 REV:A Drawing Scale:3/32"=1.0' GREENLOGIC® ENERGY Greentoglc,LLC Approved Marilyn and Rob Rutkoski 8000 Wickham Ave. Mattituck,NY 11952 Surface#A: Total System Size:11.445kW Array Size:11.445kW 1 string of 8 and 1 string of 8 on SB-5006TL 1 string of 7 and 2 strings of 6 on SB-6000TL Azimuth:150° Pitch:30° Monitoring System: �/ SunPower lie•-•!ma=wimp s--.-__smoon-iinopm n Panel/ArraySpecifications• ,, ,i,, p511 ,1� ' ,/ ,,�,' 11111 Panel:SunPower 327W �1i , '' ' ,, I, ', ' Racking:SunFrame 151111111111/11111111111111/1511 Panel:61.39"X 41.18" , , ;r4P1P,P41! ' ' , / 11 , Array:34'S.3"X 20'11.085" � '' II 'I '',II, '' I Surface:97'Magic :62.14 23,8„ . i,044.111)ik . ,� ' „ 'r .•,� ,'� ,, , li 35 SunPower327WPanel ig I )41111`'I UniRac SunFrame Rail I • 46 Eoo-Fasten Quickfoot i I 1111,41111,511111;101' 1 B n 2x10”Douglas Fir Rafter 16" ' ` : i I O.C. . /,./1��1.,/,�,►,, I,\ Notes. d111!1111111111111111 Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: :f,O' NEW CO .4,4 PACjF�O,p Fo Gss�e� w4' 'OPCS S10NP • Drawn By:ADL Drawing#2 of 5 ,' Date:5/15/2015 REV:A Drawing Scale:3/32"=1.0' 04GREENLOGIC° ENERGY GreenLogic,LLC Approved Marilyn and Rob Rutkoski 8000 Wickham Ave. Mattituck,NY 11952 Surface#A: Total System Size:11.445kW Array Size:11.445kW 1 string of 8 and 1 string of 8 on SB-5000TL 1 string of 7 and 2 strings of 6 on SB-8000TL Azimuth:150° Pitch:30° rilto Monitoring System: SunPower Panel/Array Specifications: -,,- -Fast mew Packi:SunPowerSunFrame!`� Racking: 327W -S_--�I „ ,V " �, „ „ „ ,ar Panel:61.39"X41.18" ____- Array:34'5.3"X20'11.085" JY '1Surface:9TX23'8” Magic#:62.14" - Legend: ® 35 SunPower 327W Panel o UniRac SunFrame Rail Rro ar ,FAIW-- • 46 Eco-Fasten Quickfoot 8 8 2x10"Douglas Fir Rafter 16" O.C. 'KW ,� �i er �� ,r Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: �L OF Co PA04,0,,p) w O * rJ, it I'il w °',09 °6618" ��,��` Drawn By:ADL Drawing#3 of 5 Date:5/15/2015 REV:A Drawing Scale:3/32"=1.0' 2 SMA Inverters OGREENLOGICe Located on North ENERGY wall of •-sement GreenLogi'c,LLC Approved Marilyn and Rob Rutkoski 8000 Wickham Ave. Mattituck,NY 11952 Total System Size:11.445kW 1 string of 8 and 1 string of 8 on SB- 5000TL 1 string of 7 and 2 strings of 6 on SB- 6000TL Azimuth:150° Pitch:30° r Monitoring System: � SunPower PaneUArray Specifications: Panel:SunPower 327w Racking:SunFrame Panel:61.39"X 41018" Array:34'5.3"X 20'11.085" Surface:97'X 23'8" ♦��♦"♦ Magic#:62.14" ♦ Legend: ra � 35 SunPower 327W Panel UniRac SunFrame Rail ♦ ♦♦�'♦"� • 46 Eco-Fasten tluidkfoot 1111 O.C."Douglas Fir Rafter 16° ♦♦♦�♦' c ♦♦ Notes: Number of Roof Layers:1 Height above Roof Surface:4" •1 *♦♦ Materials Used:Eco-Fasten.UniRac, ♦ SunPower,SMA Added Roof load of PV Sys tem:3.5psf Engineer/Architect Seal: �F NEW co o 18" Service { Or 3 SunPower Walkway !I' /217.70, t u 327W Panels w X41' 08616, 4 No/EsstolP Drawn By:ADL Drawing#4 of 5 Date:5/15/2015 REV:A • Drawing Scale:3/32"=1.0' GREENLOGIC® ENERGY GreenLogic,LLC Approved Marilyn and Rob Rutkoski 8000 Wickham Ave. Mattituck,NY 11952 Total System Size:11.445kW 1 string of 8 and 1 string of 8 on SB- 5000TL 1 string of 7 and 2 strings of 6 on SB- 6000TL " ' Azimuth:150° Pitch:30° �' Monitoring System: �f SunPower Weld I 9M I I list ' Panel/Array Specifications: • Panel:SunPower 327w Racking:SunFrame ' Panel:61.39"X 41018" _ Array:34'5.3"X 20'11.085" Surface:97'X 23'8" Magic#:62.14" _ Legend: En FfitBmQiidp1afER8e Q 35 SunPower 327W Panel FoafEste1QldiCLt alrr 6 4 UniRac SunFrame Rail Ettal ltg 4 • 46 Eco Fasten Quickfoot 1 1413 45 11 Ca� 1111 2x10"Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" EMaterials Used:Eco-Fasten.UniRac, . SunPower,SMA Added Roof load of PV System:3.5psf - Engin.: - , hitect Seal: .�iEoc NE " kV' Nr‘ PAC�Fi 5) ICev `L �1 ',z4b�, 0661St 4i" RzESStO0. , . Drawn By:ADL Drawing#5 of 5 ' - Date:5/15/2015 REV:A • _ Drawing Scale:3/32"=1.0' Pacifico Engineering PC _ Engineering Consulting 700 Lakeland Ave,Suite 2B Z1 Ph:631-988-0000 Bohemia, NY 11716 f G c Fax:631-382-8236 www.pacificoengineering.com , - solar@pacificoengineering.com May 19, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Marilyn and Rob Rutkowski Section: 108 8000 Wickham Avenue Block: 1 Mattituck, NY 11952 Lot: 2 I have reviewed the roofing structure at the subject address.The structure can support the additional weight of the roof mounted system.The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code,and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A Mean roof height 12 ft Pitch 7 in/12 Roof rafter 2x10 Douglas fir#2 Rafter spacing 16 inch on center Reflected roof rafter span 18.7 ft WFCM Table 3.26A max allowable 19.5 ft The climactic and load information is below: CLIMACTIC AND Ground Wind Live load, point GEOGRAPHIC DESIGN Category Snow Load, Speed,3 pnet30 per pullout Fastener type CRITERIA Pg sec gust, ASCE 7, load,lb mph psf Roof Section A C 20 120 - 30 614 (2)#14-13 x4.5"DP1 concealer screws(3.5"min embedment) Weight Distribution4,Of NES DYE array dead load 3.5 psf ,`Q" load per attachment 440.0 lb ��. w Subject roof has one layer of shingles . r Panels mounted flush to roof no higher than 6 inches above surface. r, •It it w i Ralph Pacifico, PE rnI- �' C4 Professional Engineer 1 IN: 08810 N,ke - i'r'-4744306 r r------------------------- NEW EQUIPMENT -------------------------1 EXISTING SERVICE 12flf24{l, 1PN, 3W 66 1200A 410 PV-SA-1A ® ® 77 ro `g AC-COMBINER PANEL WII .a N -""-2 — 1 — _ INV-1 AC-CMB-1 e ® _ (LOCATED NEAR INVERTERS) F _ _ , ° (RV LOADS ONLY) �"� AC DISCONNECT ---- 1------1------1 �- 1-- _ _ , �.. _E_ AC-DSC-1 E �� N - .•• 2 1 -.- INTEGRAL Dc/AC 1 Id I �® a DISCONNECT SWITCH } PV-SA-16 © CI 0 1' d, ® . - / ° .) .)MAIN 8KR-1 i PV-SA-2A '7 • FUSED ® r® INV-2 _ a -. . ...a 1 �. sKR-z -- _ o �>����� --i" 0 o a N —.•••-2 1 l INTEGRAL Dc/AC FN � A, DISCONNECT SWITCH NN D PV—SA-2B —acn EGC LL_ 1\ . J.. GEC' I EXISTING _ -r #6 CU 1 GEC Ii --�--WIRING GUTTER 1 ___.._.________.__...__.__..__........___...._.___....___.�..�.__._._.__ IRREVERSIBLE SPLICE ________--..._......_......e.._.__..._...___ EXISTING AC PANEL PROPOSED 3-LINE ELECTRICAL DIAGRAM REVISIONS Marilyn & Robert Rutkoski 8000 Wickham Ave cL wM,,,. I E € Y Mattituck, NY 11952 ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 1 of 2 Drawing No: RUTKOWSKI-3LD1 Revision: 1 Revised: 1/25/2014 EQUIPMENT&COMPONENT SCHEDULE CONDUCTOR SCHEDULE TAG DESCRIPTION SPECIFICATION AWG./ TAG TYPE,CONDUIT EGC PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 1-STRING OF 8-MODULES A USE-2/PV, PVC-40-1" 10/6 PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 1-STRING OF 8-MODULES B THWN-2, PVC-40-1" 10/10 PV-SA-2B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 1-STRING OF 7-MODULES C THWN-2, PVC-40-1-1/2" 6/6 D THWN-2, EMT-1-1/2" 6/6 PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 2-STRINGS OF 6-MODULES 1.)CONDUCTOR TYPES AND SIZES TO BE AD- INV-1 INVERTER SMA INVERTER, MODEL SB5000TL-US-22,240V JUSTED FOR TEMPERATURE, DISTANCE,AND BUNDLING. INV-2 INVERTER SMA INVERTER, MODEL SB6000TL-US-22,240V 2.) ELECTRICAL CONDUIT TO BE MIN. PVC BKR-1 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND,2-POLE,30A SCHEDULE 40,ADJUST FOR SITE CONDITIONS. BKR-2 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND,2-POLE,30A 3.) ALL ELECTRICAL MATERIALS AND INSTALLA- TION METHODS TO COMPLY WITH NEC AND LO- AC-CMB-1 AC COMBINER PANEL 250V,60A, NEMA-1, 1-PH,3-WIRE CAL CODE REQUIREMENTS. AC-DSC-1 AC DISCONNECT, FUSED 250V,60A, NEMA-1, FUSED; FUSE RATING 60A ELECTRICAL LOAD SUMMARY DC CIRCUITS ELECTRICAL LOAD SUMMARY OP.CURRENT OP.VOLTAGE MAX.VOLTS S.S.C. AC CIRCUITS TAG @STC @STC @ T-MIN @STC VOLTAGE MAX.AC MAX. DC PV-SA-1A 5.98 A DC 360 V DC 583 V DC 6.46 A DC TAG POWER RANGE CURRENT CURRENT PV-SA-1B 5.98 A DC 360 V DC 583 V DC 6.46 A DC PV-SA-2A 5.98 A DC 315 V DC 510 V DC 6.46 A DC INV-1 5000 WATTS 211-264 VAC 22 A AC 30 A DC PV-SA-2B 11.96 A DC 270 V DC 437 V DC 12.92 A DC INV-2 6000 WATTS 211-264 VAC 25 A AC _ 30 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS Marilyn & Robert Rutkoski GREENLOGIC 8000 Wickham Ave ENERGY Mattituck, NY 11952 ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 2 of 2 Drawing No: RUTKOWSKI-3LD1 Revision: 1 Revised: 1/25/2014 -------- ------ NEW EQUIPMENT----------- EXISTING SERVICE r- -------------- 120/240, 1PH, 3W r r -r 1200A 0 4 , . PV—SA-1A i ---- .C7 q) re AC-COMBINER PANEL WO 1 .��...,• ••.. -1_..- I INV-1 AC-CMB-1 ;a a ,< _ pi r--————, (LOCATED NEAR INVERTERS) _ 1-- - r AC DISCONNECT rCp� —^- ---�—_ (PV LOADS ONLY) lC - T'4 -- --� AC—DSC-1 ` —,— (\\ _____—_,, N -•• •• 2 -- -'- INTEGRAL DC/AC 1 1 j I w ' •& & DISCONNECT SWITCH 3I \ e - PV—SA-1B ® ® © ® - MAIN ° 9KR-1 { PV—SA-2A - T ' °°% s El I --<E)3., MUSED ED € 1..��.....®�W� 1-(1A) INV -2 '-----1--}i - __ -- _ e a a EN -•• ••••-2 -.- 1 INTEGRAL DC/AC - - I N— ,e+ A. A. DISCONECT SWITCH N ,�,, ` 0 PV—SA--2BEl c °— ECC L �- 1 GEC' I EXISTING - #6 ( Ji 1GEC ( WIRING GUTTER 1 i I _—.—___—_____._....__ . __m,._..._ _ W_—_— IRREVERSIBLE SPLICE +— —` __ ___._..___ __ I EXISTING AC PANEL PROPOSED 3-LINE ELECTRICAL DIAGRAM REVISIONS Marilyn & Robert Rutkoski � �9 8000 Wickham Ave ( � .7:',,,i',-,,%,;.c111-..F El `�'ILO 1C@ cN1,i4:µ."t, -. f Mattituck, NY 11952 ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 1 of 2 Drawing No: RUTKOWSKI-3LD1 Revision: 1 Revised: 1/25/2014 EQUIPMENT&COMPONENT SCHEDULE CONDUCTOR SCHEDULE TAG DESCRIPTION SPECIFICATION TAG TYPE,CONDUIT AWG./ EGC PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 1-STRING OF 8-MODULES A USE-2/PV, PVC-40-1" 10/6 PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 1=STRING OF 8-MODULES B THWN-2, PVC-40-1" 10/10 PV-SA-2B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 1-STRING OF 7-MODULES C THWN-2, PVC-40-1-1/2" 6/6 D THWN-2, EMT-1-1/2" 6/6 PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-E20-327 2-STRINGS OF 6-MODULES 1.)CONDUCTOR TYPES AND SIZES TO BE AD- INV-1 INVERTER SMA INVERTER, MODEL SB5000TL-US-22,240V DUSTED FOR TEMPERATURE, DISTANCE,AND BUNDLING. INV-2 INVERTER SMA INVERTER, MODEL SB6000TL-US-22, 240V 2.) ELECTRICAL CONDUIT TO BE MIN. PVC BKR-1 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND,2-POLE,30A SCHEDULE 40,ADJUST FOR SITE CONDITIONS. BKR-2 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND,2-POLE,30A 3.) ALL ELECTRICAL MATERIALS AND INSTALLA- TION METHODS TO COMPLY WITH NEC AND LO- AC-CMB-1 AC COMBINER PANEL 250V,60A, NEMA-1, 1-PH,3-WIRE CAL CODE REQUIREMENTS. AC-DSC-1 AC DISCONNECT, FUSED 250V,60A, NEMA-1, FUSED; FUSE RATING 60A ELECTRICAL LOAD SUMMARY DC CIRCUITS ELECTRICAL LOAD SUMMARY OP. CURRENT OP.VOLTAGE MAX.VOLTS S.S.C. AC CIRCUITS TAG @STC @STC @ T-MIN @STC VOLTAGE MAX.AC MAX. DC PV-SA-1A 5.98 A DC 360 V DC 583 V DC 6.46 A DC TAG POWER RANGE CURRENT CURRENT PV-SA-1B 5.98 A DC 360 V DC 583 V DC 6.46 A DC PV-SA-2A 5.98 A DC 315 V DC 510 V DC 6.46 A DC INV-1 5000 WATTS 211-264 VAC 22 A AC 30 A DC PV-SA-2B 11.96 A DC 270 V DC 437 V DC 12.92 A DC INV-2 6000 WATTS 211-264 VAC 25 A AC 30 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS . Marilyn & Robert Rutkoski Wickham Ave r C '°\ ,2/ EN ER Mattituck, NY 11952 ELIMINATING THE COST OF ENERGY- 1.) INITIAL SUBMITTAL WITH APPLICATION Page 2 of 2 Drawing No: RUTKOWSKI-3LD1 Revision: 1 Revised: 1/25/2014 S U N POW W E R E20/327 SOLAR PA\EL _. 20% EFFICIENCY . - ,SunPower E20 panelspre the nignest 1. effic'ency panels'orr the market today, ,' > SERIES I providing more power in the same . arnount'of space . ' 1 f t ,. I ' ' MAXIMUM SYSTEM OUTPUT` .. ; . Comprehensive inverter compatibility ;,� ensures that customers can pair the highest- t I'_ _ t efficiency panels with the highest-efficiency t I inverters, maximizing system output a I I I D C S 4 t i 5 +� REDUCED INSTALLATION COST '--4---* --t �T,--f----+--+-- More power per panel means fever panels ' per install.This saves both time and Money' ''' - ' t' t ,RELIABLE AND ROBUST DESIGN: - SunPower's unique Maxeonr`"cell ' , THE WORLD'S STANDARD FOR SOLAR', I technology and advanced module,' - design ensure industry-leading reliability SurPower'T E20 Solar Panels provide toacy's highest efficiency and ;7 performance Powered by SunPower Maxeon M cell technology, the E20 series provides panel conversion efficiencies of up to 20 1% The E20's - low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery pe'- peak power watt ' ' „ SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% s l „ � n wa „....----- ---,..s...,-0,,,,, ,r4.,;.:*ert,,,,,,,, ,,::f-, ,,, __.----- AI , -,-,,,,,,,,,-„,,,,.„..„ 4,r,...‘W'';:t .,:,--"'”( 1 5% ' r ,',,,,,,.. ,,, =fit � 10% � � �. � ��� " ;,1,01h,,:'-'.§;1°!, ,'!-'It-e,.g 7y,1 �. '' I i ,\ Via.--"" - .,....— ,i E * . ,434 Elk E 20 ' THIN FILM CONVENTIONAL , 4 ppAXEONTM CELL - SERIES SERIES SERIES TECHNOLOGY ;Y sunpowercorp.com Pcrenred ell-backcor toc`solo-cell, ' prcv:d"ng the ind!;stry,`s'highest efficiency and rel'abil-iy , ',-,- C @Us " S U N P A ,,, E R E20/327 SOLAR PANEL , . ..a. 2 ,n ,s,f s.,^,T ab, .,. v_ .r a� ... .. .4'<,� ...r..z,...tb.... ....,.... -.. MODEL: SPR-327NE-WHT-D ` - ELECTRICAL DATA'' _ - _ I V CURS€` Measured a;Standard Test Coral burs(STC7 mod once of 1000W/m'AM 1 5,and cell teraerovre 25°C' — —_..._ 7 isw,',ons=a£�0`C _ .... ._. _. Peak Power(+5/-3%) - max 327 -- . 6 -t000w%ms-- ---- -- - -- ---- Cell Efficiency - - n 22 5% _ 5 Panel Efficiency 71 20.14 , 80.0W/m7 `c Rated Voltage Vmpp 54 7 V 3 _ _ _ _ _ _ Rated Current Impp 5 98 A v 2 `'�' t Open Circuit Voltage Voc 64 9 V 1 - -- \ >_... — _ 200 W/m2 s, Short Circuit Current Isc 6.46 A 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 .. Voltage M Temperature Coefficients Power(P) -0 38%/K _—____ __ __ __ ____ _ Current/voltage characteristics with dependence on irradiance and module temperature Voltage(Vol —176 6mV/K - —-- -- --- ___ - - ---- Current(Isc) 3 5mA/K "" TESTED OPERATING CONDITIONS, -`, NOCT 45°C+/-2°C -- i - Temperature -40°F to+185°F(-40°C to+85°C) Series Fuse Rating 20 A _ _ _ _ _ GroundingPositive groundingnot required Max load 1 13 psf 550 kg/m2(5400 Pa),front(e.g.snow) 9 � w/specified mounting configurations MECHANICAL DATA-' .: • • 0gpsf 21445 kg/m2(2400 Pa)front and back Solar Cells 96 SunPower MaxeonTM cells - - - Front Glass High-transmission tempered glass with Impact Resistance Hail' (25 mm)at 51 mph(23 m/s) ( anti-reflective AR coatin --- ------ "--- -" ----- -- Junction Box IP-65 rated with 3 bypass diodes _ Dimensions:32 x 155 x 128 mm - WARRANTIES AND CERTIFICATION S ; k Output Cables 1000 mm cables/Multi-Contact(MC4)connectors Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) _ 10-year limited product warranty Weight 41.0 lbs(18.6 kg) i Certifications Tested to UL 1703.Class C Fire Rating DIMENSIONS - : - ° _ 2X 11 0 4.3_ l* i MM (A)-MOUNTING HOLES (B)-GROUNDING HOLES _ _ -,--':X 577)222 (IN) 12X066(26] 10X042[17] I — ---s22(1259_£.-- i 4x2308;4;.5; -t•-t O 0 0 0 0 0 0 0 0 0 0 4 (B)- O 0 0 0 0 0 0 0 0 0 1 4 T 1 ° t O 0 0 0 0 0 0 0 0 0 0 1 ..././ xC 1-7 Y"O 0 0 0 0 0 0 • 0 0 0 4 B •It] " OH ' c• ENDS— '- 00000000000 4 > 0 0 0 0 0 0 0 0 0 0 I ° t p 0 0 0 0 0 0 0 0 0 0 0 1 i.e.------ 1559:61 1s4) -- ,.i "6(1°'i —e-, (..— (A) .. 4.5;3632] --. I - ---- -I2,0 r 4:241 ---- t't,47i 1535 001 5) Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. ©2011 SunPower Corporation SUNPOWER,'he SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks sun po we rc o r p.corn of SunPower Corporation in the US and other countries os well All Rights Reserved Specifications included in this datasheet aro subject to change without notice Document#00155484 Rev'B/L1R EN CS 11_311 , ,.i ,—x SM'A��n •°" ,fin SUNNY BOY 0 — / ` DOLL 40001L-US L—US 6° ' T —U . ^_. '� ' • n" > " T..x v&'': k 3. 6,5 F .si ,,„4(� - i` �°-.2 a' ' e`�3r-+ . �•- _.y`„1` ' .'a� N f? ,� .. " �' � � d,'"�' �� :' 3 ,:m,., ` em k" 'i .s, �'. -4,',We0�'> a �' S < . S'� <°C.P. ,> °iR:• yk a a r' l of , , ' " ,.`.4'. -°'f ,k, ta , '0' ., < .>A "...yy, s, ::Y't• ,, '4$_ tin; .- ...¢'% ` ,` ' „i'ii , 74:r 4„: ;'":, ,t ,g c ,r;" X _ °4',,y -.tees», 't 'N.:i.-, ;y',._°>,„s, • %x y n '„ ;'. ° '" , .:g � a w "°��� d e "�"�" $xt � a'it a � ��'`at'' > Ae -.,''.'' THE c RM' ., ; ; a _ . f3 S C3A1l.Y, w._ . 1,<,>.. ',F e1. ._ °; \. :,k\. , Romans SECURE POWER SUPPLY , ' h °4: s . ,k';,Z.,- t ' � xs .;,�«: `' . asrya' °`r' t.s" ° r n > .<. 44 ' A, ,•,.! .„I, .A s^-',i, \rds �:�' .- ,: , > tt� +' '' �°„pa °a7'`•• „ir: , "➢,' R ',.,,V",,me ., \":.,' �\ �, `,1%,,,:,,e-°,,,,;: •� •''' i_BY.k�:[' IS:7 ''''P',.., ' [. ' s Certifiedmm . ' >,Innovative ',. Powerful 't Flexible i •UL 1741 and 1699B compliant , •Secure,Power Supply provides ' •97.2%maximum efficiency •Two MPP trackers provide •Integrated ASCI meets the require- daytime power during grid outages 'r •Wide input voltage,range ,3 numerous design options - ments of NEC 2011 690.11 ' •Shade management with OptiTrac !Extended operating ' Global Peak MPP tracking temperature range SUNNY BOY 3000TL—US / 3800TL—US / 4000TL-US / 5000TL—US / 6000TL-US . Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTM Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power Supply feature provides daytime power in the event of a grid outage.High performance,flexible design and innovative features make the Sunny Boy TL-US series the first choice among solar professionals. ®ENGINEERED 44IN GERMANY ASS EMBLEDEZ IN THE USA= . . THE NEW y SUNNY BOY TL-US RESIDENTIAL SERIES I HAS YET AGAIN REDEFINED THE 250 If - CATEGORY. a4 f q }y P•� t�. t •. • f �S r S3 r, l�' 9s ked 3; �' _ A NEW GENERATION OF INNOVATION Transformerless design produced in all types of climates and for Leading monitoring longer periods of time than with most and control solutions The Sunny Boy 3000TL-US / 3800TL-US traditional string inverters. / 4000TL-US / 5000TL-US / 6000TL-US The new TL-US residential line features more are transformerless inverters, which means Secure Power Supply than high performance and a large graphic owners and installers benefit from high display. The monitoring and control options efficiency and lower weight. A wide input One of many unique features of the TL-US provide users with an outstanding degree of voltage range also means the inverters will residential series is its innovative Secure flexibility. Multiple communication options produce high amounts of power under a Power Supply.With most grid-tied inverters, allow for a highly controllable inverter number of conditions. when the grid goes down,so does the solar- and one that can be monitored on Sunny powered home. SMA's solution provides Portal from anywhere on the planet via an Additionally, transformerless inverters have daytime energy to a dedicated power outlet Internet connection.Whether communicating been shown to be among the safest string during prolonged grid outages, providing through RS485,or SMA's new plug-and-play inverters on the market.An industry first, the homeowners with access to power as long WebConnect, installers can find an optimal TL-US series has been tested to UL 1741 and as the sun shines. solution to their monitoring needs. UL 16998 and is in compliance with the arc fault requirements of NEC 2011. Simple installation Increased energy production As a transformerless inverter, the TL-US residential series is lighter in weight than OptiTracTM Global Peak, SMA's shade- its transformer-based counterparts, making tolerant MPP tracking algorithm, quickly it easier to lift and transport. A new wall adjusts to changes in solar irradiation,which mounting plate features anti-theft security mitigates the effects of shade and results in and makes hanging the inverter quick and higher total power output.And,with two MPP easy.A simplified DC wiring concept allows trackers, the TL-US series can ably handle the DC disconnect to be used as a wire complex roofs with multiple orientations or raceway,saving labor and materials. string lengths. The 3800TL-US model allows installers to An extended operating temperature range maximize system size and energy production of -40 °F to +140 °F ensures power is for customers with 100 A service panels. 7•`iC'r 7.•. $ Sunny Boy 3000TL-US Sunny Boy 3800TL-US Technical data 208 VAC 240 V AC 208 V AC , 240 VAC � s ,. Input(DC) �T:x '' Max,usable DC power(@ cos W=1) 3200W 4200 W 1.s Max.DC voltage 600V 600 V Rated MPPT voltage range 175-480 V 175-480 V More efficient MPPT operating voltage range 125 V-500 V 125V-500 V ,_ Min.DC voltage/start voltage 125 V/150 V 125 V/150 V Max.input current/per MPP tracker 18 A/15 A 24 A/15 A "' %PI. Number of MPP trackers/strings per MPP tracker 2/2 a. Output(AC) = EIV ' ' AC nominal power 3000 W 3330W 3840 W rs* Max.AC apparent power 3000 VA 3330 VA 3840 VA ® t. Nominal AC voltage/adjustable 208V/• 240 V/0 208 V/0 240V/0 " "fx AC voltage range 183-229 V 211-264V 183-229V ' 211 -264 V Shade management AC grid frequency;range, , , 60 Hz/59,3-60.5 Hz 6014z/59.3-60.5 Hz Max,output current 15 A 16 A , Power factor(cost()) 1 1 Output phases/line connections1/2 1/2 Harmonics <4% <4/° _ Efficiency Max.efficiency 96.8%, 97,i% 96,8% .97.2% a x, CEC efficiency 96% 96,5°/ 96% 96;5% ,. .,;..4* Protection devices DC disconnection device f Easier DC reverse-polarity protection • Ground fault monitoring/Gild monitoring 0/so ` AC short circuit protection • All.pole sensitive residual current monitoring unit • Arc fault circuit interrupter{AFC!!compliant to UL 16998 ; 0 ' Protection doss/overvoltage category I/IV r �V _ General data Dimensions(W/H,/D)inmmlin) 490/519/185 (19.3/20,5/7.3) '" DC Disconnect dimensions(W/H/D),in mm(in) 187/297/190 (7.4/11.7/7.51 Broad temperature range Packing dimensions(W/H/D)in mm(in) 617/597/266 (24.3/23,5/10,5) DC Disconnect packing dimensions(W/I-1/D)in mm(in) 370/240/280 (14.6/9.4/11.0) Weight/DC Disconnect weight 24 kg (53 Ib)/3.5 kg (8 Ib) •': a Operating temperature range -40 Packing weight/DC Disconnect packing weight 27 kg (60 Ib)/3.5 kg (8 lb) °C,.,+60°C (-40°F,..+140°F) , r Noise emission(typical) s-25 dB(A) <25 dB(A) �': Internal consumption at night <1 W <1 W _ Topology Transfarmerless Transformerless Cooling concept Convection Convection Secure Power Supply Electronics,protection rating NEMA 3R NEMA 3R Features Secure Power Supply _ ,• S Display:graphic z 0 0 Interfaces:RS485/Speedwire/Webconnect 9/0 0/0 ,` Warranty:10'/15/20 years 010/0 _3/0/0 , '1 Certificates and permits(more available on request) 011741,U11998,U1.16998 1EEEis47.tCCPas tsPass Asa6cl+NfCSAC?2.2 J07.1.1 „ „ NOTE:US inverters ship with gray lids _ _. Flexible communications Type designation SB 3000TL-US-22 SB 3800TL•US-22 Technical data continued on back Efficiency curve SUNNY BOY 5000TL-US 1 - - Accessories 98- ' [..*,.,, ),S Speedwire/VJebconnect :.w RS485 mtedace interface ,y, ., a, DM185C&US•10 v:.::........... SWDM•US•10 1 ; tai 92- f,• . •_ , g ,' _ a 97 ---------- ---- Fan kit S. 90- f • / EANKIT02.10 o i Etc(V,,,-175 VI 95- ---- 88- — Eta(V„=400 V) m 75 480 - 86- • •• Eta(V,, 480 V) 3 V„„M 1 I 1 00 0.2 0.4 0.6 00 1.0 v •Standard feoture 0 Optional feature -Not available Output power/Rated power ; Data at nominal conditions Sunny Boy 400011•US Sunny Boy 5000TL-US Sunny Boy 600011-US Technics[data 208 VAC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC input(DC) Max usable DC power)@ cos W A 1) 4200W 5300 W 6300 W Max DC voltage600 V 600 V 600 V Rated MPPT voltage range175-480 V 175-480 V 210-480 V MPPT operating voltage range 125 V-500 V- - 125 V-500 V 125 V-500 V Min,DC voltage/start voltage 125V/150V 125 V/150V 125 V/150.V Max.input current/per MPP tracker 244/154 30A/15A - 30A/154 Number of MPP-trackers/strings per MPP tracker ,- 2/2 •- Output(AC) AC nominal power 4000W 4550 W 5000W 5200 W 6000 W Max.AC apparent power 4000 VA 4550 VA 5000 VA _ 5200 VA 6000 VA Nominal AC voltage/adjustable 208V/* 240 V/• 208 V_/• 240 V/• 208 V/• 240V/ - AC voltage range 183-229'V 211 -264 V , 183-229 V ; 211 -264V 183-229 V _ 211 -264 V AC grid frequency;range 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz Max.output current20 A 22 A 25 A Powerfactor(cos p) 1 -. 1 1 oa Output phases/line connections 1/2 1/2 1/2 z Harmonics <4% <4% ,-<40 Efficiency Max.efficiency_ 96 97.2% 96-8% _ 97.1% 96.8%* 97.1%* 6,-P CEC efficiency 96% 96.5% . 96% 96.5% 96%* 96.5%* - Protection devices DC disconnection device •• DC reverse•polarity protection -• a1 Ground fault monitoring/Grid monitoring, •/•• , AC short circuit protection - - • - - All-pole sensitive residual current monitoring unit * Arc fault circuit interrupter(AFCI)compliant to Ut.16298 I . _ Protection class/overvolttage category I/Ni _ - General data a 1 ` Dimensions(W/H/Dim mm(in) 490/519/185 (i9, /20.5/7.3) 0< DC Disconnect dimensions(W/H/D)in mm(in) -, 187/297/190 (7.4/11-7/7.5) - Packing dimensions(W/H/D)to mm lin) 617/597/266 1243/23.5/10.51 - DC Disconnect packing dimensions(W/1,1/D)in mm(in) 370/240/280 (1446/9.4/11.0) o 0 Weight/DC Disconnect weight 24 kg (53 lb)/3.5 kg (8 lb) Packing weight/DC Disconnect packing weight - 27 kg (60 lb)/3,5 kg,0 lb) °E Operating temperature range - -40°C...+60°C (-40°f...+140°F) -- Noise emission(typical) • <25 dB(A) ,<29 dB(A) <29 d8(A) _ Internal consumption at night <1 W <1 W <1 W - Topology Transformerless Transformerless Tronsformerless _ Cooling concept - Convection Convection Actiye Cooling `a Electronics protection rating- NEMA 3R NEMA 3R NEMA 3R m Features - Secure Power Supply ._ _ • - • • Q Display:graphicA • -- • .Q Interfaces:RS485/Speedwire/Webconnect 0/0 6/0 0/0 - Warranty:10/15/20 years I/0/0 •/0/0 41/0/0 8 ' Certificates and permits(more available on request) UL 1741,UL 1998,Ul 1699B,IEEE1547,FCC Part 15(Class A&8},CAN/CSA C22.2 107.1-1 ,-'4i 0 =s *Preliminary data as of February 2014.NOTE:US inverters ship with gray lids , !§-4 Type designation 'SB 4000T1.-US-22 SB 5000TLU522 SB 6000TE-US-22 ° Toll Free+1 888 4 SMA USA www.SMA-America.com SMA America, LLC SUNFRAME® Code-Compliant Installation Manual 809 C Z CI Cm .,"40Z1tri;;•";:\V,..,,,,r3.,""Ift ,.....„'"ci,"- ::•...,;!..1„....-: -, ,i.-;"4":„-:_„..„,...,.....„,,r,,,,,..,.,,,,,. n ,,,,...,::,:r.:?,,,,...,,,,,,,..„.„...„, ,,,,,,,,,-„,„,„,„...„ :„, ,.. - "' r � �^-" --`, `•..-.1 ,: _,a�" ` ,� xis,, :y fw „ r) ..., , ....: � • .� , Y - , $ 1.10 s-, . , ' € • > ',-'-/:: fi - ' ot 's � c k dIs , „4. '* .. " - '.r -r c *i te �. rt s wm• O Table of Contents i.Letter of Certification 2 ii.Installer's Responsibilities. 3IN Part I.Procedure to Determne the Total Design Wind Load , 4 Part II.Procedure to Select Rail Spanand Rail Type 11 Part III.Installing SunFrame 14 g InPub 090409-1cc u N I RAC April 2009 2009 hey Univac,Inc. Unuac welcomes input concernutg the accuracy and user-friendliness of this publication Please write to publications@unirac.com. All righ is reser ed. .: Unirac Code-Compliant Installation Manual SunFrame i. Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame offers finish choices and low,clean lines that SunFrame system. become as natural a part of a home as a skylight.It delivers the This manual provides(1)supporting documentation for installation ease you've come to expect from Unirac. building permit applications relating to Unirac's SunFrame Whether for pitched roofs and parking roof structures, Universal PV Module Mounting system,and(2)planning and SunFrame was designed from the outset to promote superior assembly instructions for SunFrame aesthetics.Modules are flush mounted in low,gap-free rows, SunFrame products,when installed in accordance with this and visible components match clear or dark module frames. bulletin,will be structurally adequate and will meet the structural requirements of the IBC 2006,IBC 2003,ASCE 7- 02,ASCE 7-05 and California Building Code 2007(collectively referred to as"the Code").Unirac also provides a limited warranty on SunFrame products(page 30). r The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof,its rafters,connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof,including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters,such as snow loading,wind speed,exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. 2 SunFrame Unirac Code-Compliant Installation Manual 1FUNIRAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method -ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2006. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the s /lKztl Simplified Method,for calculating the Design Wind Load for Pnet(p fJ= pner30 pressures on components and cladding in this document. Pnet(psf)=Design Wind Load The method described in this document is valid for flush,no tilt,SunFrame Series applications on either roofs or walls. A=adjustment factor for height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no Kzt=Topographic Factor at mean roof height,h(ft) more than 10"space between the roof surface,and the bottom of the PV panels. I=Importance Factor This method is not approved for open structure calculations. pnet3o(psf)=net design wind pressure for Exposure B,at height Applications of these procedures is subject to the following =30,I=1 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed=V(mph),the largest 3 second gust of wind in the last 50 years. 2.The building must be enclosed,not an open or partially enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height for pitched roof buildings irregularity in spatial form,for example a geodesic dome. Effective Wind Area(sf)=minimum total continuous area of 4.The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. 5.The building has a flat or gable roof with a pitch less than 45 Roof Zone=the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2,page 5. 6.If your installation does not conform to these requirements Roof Zone Setback Length=a(ft) please contact your local Unirac distributor,a local professional engineer or Unirac ' Roof Pitch(degrees) , If your installation is outside the United States or does not Exposure Category meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary(contributing load)to a support or to a simple-span of rail.That area is the Step 1:Determine Basic Wind Speed,V(mph) Effective Wind Area. Determine the Basic Wind Speed,V(mph)by consulting your local building department or locating your installation on the maps in Figure 1,page 4. Page 3 ® Unirac Code-Compliant Installation Manual SunFrame #� mor.� �o p 1 lei WO"wir rip o - ' 0.3,,,90(40) lrfilla (30 m/s) t}�, at t• �t14111'01,o a`{w aA ,' y!r* r �i#y�qp +`114(49) tehsf 4 41231141,4 ari � . T41941$ �f iew i• 1411 ,0"'^121 'i locaa liati'i� TikA e i filiti rc i � �j' t I1.Y P., w'7 ti.fi ;,t� >ital. 140.11 *Nag. �it9tvir i ` /20(54) "a '�rtt� 011„,z,40.47) .rr E a mer y�Z' awn ar -01r4 40 mph 41 r>ib sll;rl"ltiittr'�•�i"*61j10 4111: ♦.' IP kt 4114 ' „,,,, ;iiia"_.�do m�8�*till''� .t.altlt ti1 4'itiati/ s1.1.'P M04 !+'rr it gr a ate ' riln l.' "0 l44 r1 r hs � 90 m ■ rue ■eraaaaaBCr. s11ka?w i`,a 1 5n trr• ��rr�k e a a1 t/R 1 /1'' �� 11 ��il14 1l� �yr � r u 4 �.r►� �k�ry tr!>+�Sri .rw sIt 1 Ert ■EEErEE#�v IFJ44 r 1044$00 si, , ro ` il ,ir i+/1 lk (40 i»/s)!f "r 11 ■ a nitilliNc*?�00.0.;1,,. 30 rosin Ea., ltn ,P4ai '#` �`*lf tir � ��Y'. �4t�Y E r■s�_d'"rn►t1El�.�!*l�'#5l�al��„�.1`sX4i■i�a�`.e"'`,v�ie'�2 C•�a'=i � E+.a1a ■� 1y rr31��1 rr %14 1 b w♦ d 4 Vitt i E4 iia en- a l* rr J 1�k h•,1*,t,4 aat AT- `�r �'lr1 r�IM !18 n"�rlr• a�aa r ► ►a.a ��" v 4 w< w t�, )��rrr /aar E rl rI�R aE1', Ns.�rsrr r ♦ v * ♦„0'b rr a qr ■ al )I 4M i MIA* r� .,ql►e. 4-i .s *w t� . 130(58) hilitrik , Agri! ams nesse MilCese fa ��>1'i►4 t rti.•e*r`+r", 0-"-it—' ff 71111V( bi, ism m 41 Ar r .wtr riw� R ii,- 0111;Ai r6i aaEEIE i� ata6ltT :�Iw:p!;r ••••"s`sS` ,ri t Er�A?1lEytr„It�tr�c}(M!raili414,4ra,,(j4g•c"es74' -4t ' 140(68) ♦'" iii.'"—euniiii—ir—rolvrei-old..ovearegot.:448,41t....4.404,7ra a ,, 41 EEE ►..,r 'a11i r'R � �!t'� T +tEEllarilx+Rtrir„11•r �`���`��1MaL5 il'4141, 1 ti'*iVi aEEI ;IME IEE E�,`�` r�w��l�avI.V •�••r• "`�*t�a1+,.'r'��' Miles per hour rEEI E E,'�.i�9Lr'r� � Y4J * r.t a •D� t e'( 71171114111. illrEE a r 1► s,►yia.4 INPAI IT s �y�ii��, (meters per second) 1inuant j�j rimiziaalitk-10d'�►',*.���iw 1�* vain rilk yry'14r 04.1 t4raty. '� %-:4 R^7411r��� �ti�►;� 130(58) Figure 1.Basic Wind Speeds.Adapted and �� Irl ►s.�I�,�. ��,t*�',.� zv,ul'��� 81XI�4i/'.r• 's�, 140(63) inapt 140 63 applicable to ASCE 7 05.Values are nominal �Ets{,i 110(63) 15©(6� • ( ) design 3-second gust wind speeds at 33 feet . /`]rr ; •;�y S� /50(67) above ground for Exposure Category C. flat f 2t.; �c`�E X40) it l. li a Special Wind Reglan 100(45) 130(58) 110(49)120(54) Step 3:Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1,determine the Roof Zone Setback Length,a(ft), according to the width and height of the building on which you are installing the pv system. Table I.Determine Roof/VVaII Zone,length (a)according to building width and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 8 12 16 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20` 3 3 3 3 3 4 5 6 7 8 8 8 8 8 . 8 8 12 16 20 25 3 , 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4 5 6 7 8 9 10 12 12 12 12 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 16 16 16 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 50 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15. 17.5 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source. ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.41 Page 4 SunFrame Unirac Code-Compliant Installation Manual ePUNIRAE Step 3:Determine Roof Zone(continued) Using Roof Zone Setback Length,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings,wall and roofs .• , Flat Roof Hip Roof(7° < 0 <_ 27°) y.° r ,'',,. ''','"''''''-.\\',:.--,-' ,.. .. ..-; .•� aFV . r,,m(Ki.,7 ' h { ' h ti 3''''"``',,,„ :, J * ` ,ya =" 1H. «; a ` :...< � �,ya `a a,. Gable Roof(0<_ 7°) r.-. Gable Roof(7° < A <_ 45) « r d -�. .0 /* --°;- -7 74 , „7 mop �, 3 '` 4« f es« ah y tee" ✓ P, i lw .,) "` E .2.'„ . F a„,: , a� N, i z • iri -'' ..)..af ,,,,.• --,.?,a."' Interior Zones '" End Zones , t i Corner Zones Roofs-Zone I/Walls-Zone 4r Roofs-Zone 2/Walls-Zone 5 e Roofs-Zone 3 Source: ASCEISE1 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.41. Step 4:Determine Net Design Wind Pressure,pnet3o Both downforce and uplift pressures must be considered (Psf) in overall design. Refer to Section II,Step 1 for applying downforce and uplift pressures.Positive values are acting Using the Effective Wind Area(Step 2),Roof Zone Location toward the surface.Negative values are acting away from the (Step 3),and Basic Wind Speed(Step 1),look up the surface. appropriate Net Design Wind Pressure in Table 2,page 6. Use the Effective Wind Area value in the table which is smaller than the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 7. Page 5 silLINIRAC Unirac Code-Compliant Installation Manual SunFrame Table 2.pnet3o(psf) Roof and Wall Basic Wind Speed,V(mph) 90 100 110 120 130 140 150 170 • Effective WindArea Zone (sO Downforee Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift•Downforce Uplift Downforce Uplift I 10 5.9 -14.6 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 1 20 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 I 50 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38.1 18.1 -48.9 i I 100 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 131) 15 2 10 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 O 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 c 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 -0 2 100 4.7 -15,8 5.8 -19.5 7,0 23,6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 3 10 5.9 -36.8 7.3 -45.4 8.9 -55.0 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 104 -46.2 12.3 -53.5 14.1 -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9,8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 I 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 1 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 iv 1 50 6.7 -12.5 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 I 100 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 -43.2 n 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 -48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 N 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 2 50 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 w 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 . 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 0 c0 3 10 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18,5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 I 10 13.3 -14.6 16.5 -18.0 19.9 21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 iu 1 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26,0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -45.8 I 100 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 ✓ 2 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 ttrl 2 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 O 2 50 12.5 -15.3 15.4 -18.9 18.6 22.9 22.2 -27.2 260 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 N 2 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 c 3 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 ce 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 -40.5 43.2 -52.0 4 10 14.6 -15,8 18.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3 23.2 -25.4 27.2 -29.8 31.6 -34.6 36.2 -39.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18,5 -20.4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 -37.8 44.2 -48.6 4 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 3 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 -40.7 35.3 -47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 20.8 27.2 24.7 -32.4 29.0 -38.0 33.7 -44.0 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 18.5 -22.6 22.0 -26.9 25.9 -31.6 30.0 -36.7 34.4 -42.1 44.2 -54.1 5 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 388 -43.2 Source. ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43. Page 6 SunFrame "Unirac Code-Compliant Installation Manual `� , Table 3.pnet30(psf) Roof Overhang Effective Basic Wind Speed V(mph) Wind Area Zone (sf) 90 100 110 120 130 140 ISO 170 v, 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 ai 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 I:0 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 -48.7 -55.9 -71.8 '0 2 100 -19,8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 r. O 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 o 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75.4 . -96.8 0 3 50 -17.3 -21.4 -25,9 -30.8 -36.1 -41.9 -48.1 -61.8 rte 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 a i 2 10 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 i 2 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 0., 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 P. 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 N 40, 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 is 3 20 -41,2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 4- 0 o 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 0 0: 3 100 -30,9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -110.1 o 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 Da 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 O 2 50 -23,0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 v 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 o 4., 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68,6 -88.1 N 3 20 -24,0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 4,5 3 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 o w 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source:ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,ICS EXPOSURE C has open terrain with scattered obstruc- For the purposes of this code compliance document,the tions having heights generally less than 30 feet. This Topographic Factor,KZt,is taken as equal to one(1),meaning, category includes flat open country,grasslands,and all the installation is on level ground(less than 10%slope). If the water surfaces in hurricane prone regions. installation is not on level ground,please consult ASCE 7-05, EXPOSURE D has flat,unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone Topographic Factor. regions. This category includes smooth mud flats,salt flats,and unbroken ice. Step 6:Determine Exposure Category(B,C,D) Determine the Exposure Category by using the following Also see ASCE 7-05 pages 287-291 for further explanation and definitions for Exposure Categories. explanatory photographs,and confirm your selection with the local building authority. The ASCE/SEI 7-05*defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Page 7 ® Unirac Code-Compliant Installation Manual SunFrame Step 7:Determine adjustment factor for height and Table 4. Adjustment Factor(A)for Roof Height& exposure category,A Exposure Category Using the Exposure Category(Step 6)and the roof height,h Exposure (ft),look up the adjustment factor for height and exposure in Mean roof Table 4. height(ft) B C D 15 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 I.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,pnet(psf) 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pner30(psf)(Step 4)by Source. ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other the adjustment factor for height and exposure,A(Step 7),the Structures,Chapter 6,Figure 6-3, p.44 Topographic Factor,Kzt(Step 5),and the Importance Factor,I (Step 8)using the following equation: Pnet(psf)=AKztIpnet30 Pnet(psf)=Design Wind Load(10 psf minimum) A=adjustment factor for height and exposure category(Step 7) Kzt=Topographic Factor at mean roof height,h(ft)(Step 5) I=Importance Factor(Step 8) pnet30(psf)=net design wind pressure for Exposure B,at height =30,I=1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail,rail span and foot spacing. Table 5.Worksheet for Components and Cladding Wind Load Calculation:IBC 2006,ASCE 7-05 Variable Description Symbol Value Unrt Step Reference Building Height h ft Building,Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed V ' mph I Figure I Effective Roof Area sf 2 Roof Zone Setback Length a ft 3 Table I Roof Zone Location 3 Figure 2 Net Design Wind Pressure pnet30 psf 4 Table 2,3 Topographic Factor Kzt x 5 Adjustment factor for height and exposure category A x 7 Table 4 Importance Factor I x 8 Table 5 Total Design Wind Load Pnet psf 9 Page 8 SunFrame Unirac Code-Compliant Installation Manual grUNIRAC Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- wah Basic Wind Speed,V= gens moth Basic Wind Category Category Desicnpuon Building Type Examples 85-I 00 mph,and Alaska Speed,V>100mph Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including,but limited to: All buildings and other II structures except those I I listed in Occupancy Categories 1,111,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including,but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacture or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other emergency to: shelters Designated emergency preparedness communication,and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers,air traffic control centers,and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006,Table 1604.5,Occupancy Category of Buildings and other structures,p.281;ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p.77 Page 9 UN I RAC Unirac Code-Compliant Installation Manual SunFrame Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series Step 1:Determine the Total Design Load rail type and rail span uses standard beam calculations and The Total Design Load,P(psf)is determined using ASCE 7-05 structural engineering methodology. The beam calculations 2.4.1(ASD Method equations 3,5,6 and 7)by adding the Snow are based on a simply supported beam conservatively,ignoring the reductions allowed for supports of continuous beams over Load",S(psf),Design Wind Load,pner(psf)from Part I,Step multiple supports.Please refer to Part I for more information 9 and the Dead Load(psf).Both Uplift and Downforce Wind on beam calculations,equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document,obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail.Use the uplift case only 1.Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities(Part II,Step 6). official. 2.Obtain the Design Wind Load,pnet. See P(psf)=1.OD+LOS"(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf)=1.OD+1.Opnec(downforce case 2) 3.Please Note:The terms rail span and footing spacing P(psf)=1.0D+0.7551+0.75pnet(downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P(psf)=0.6D+1.0pnet (uplift) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and D=Dead Load(psf) Unirac racking systems. If the Dead Load is greater than 5 psf,see your Unirac distributor,a local structural engineer or S=Snow Load(psf) contact Unirac. The following procedure will guide you in selecting a Unirac pRet=Design Wind Load(psf) rail for a flush mount installation.It will also help determine The maximum Dead Load,D(psf),is 5 psf based on market the design loading imposed by the Unirac PV Mounting research and internal data. Assembly that the building structure must be capable of 1 Snow Load Reduction-The snow load can be reduced according supporting. to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. Figure 3.Rail span and footing spacing are interchangeable. • Ra,�span o \ r Foot m.` i Spacy�S Jae\eco boa oa‘`•P ,no As Note:Modules must be centered symmetrically on the rails(+/-29,as shown in Figure 3.If this is 10 not the case,call Unirac for assistance. SunFrame Unirac Code-Compliant Installation Manual & ` Table 7. ASCE 7 ASD Load Combinations Description Variable DownforceCase( DawnfnteCase 2 Downfarce Case 3 Uplift unns Dead Load D 1,0 x 1,0 x - 1,0 x 0.6 x psf Snow Load S 1.0 x + 0.75 x + psf Design Wind Load Pnet 1.0 x + 0.75 x + 1.0 x - psf Total Design Load P psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Using the distributed load,w,from Part II,Step 2,look up the w(plf) allowable spans,L,for SunFrame. Determine the Distributed Load,w(p/f),by multiplying the module width,B(ft),by the Total Design Load,P(psf).Use the There are two tables,L-Foot SunFrame Series Rail Span Table maximum absolute value of the three downforce cases and the and Double L-Foot SunFrame Series Rail Span Table. The Uplift Case. We assume each module is supported by one rail. L-Foot SunFrame Series Rail Span Table uses a single L-foot w=PB connection to the roof,wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to Part w=Distributed Load(pounds per linear foot,plf) III for more installation information. B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot,psf) Step 3:Determine Rail Span/L-Foot Spacing Table 8.L-Foot SunFrame Series Rail Span Span w=Distributed Load(p44) (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 2.5 SF SF SF 5F, SF SF SF SF SF SF SF SF SF„ SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF, SF ., SF 3 5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SF SF SF SF, SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF 5SF SF , SF SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF 6 5 SF SF SF SF SF SF SF SF SF 7 ,SF SF SF SF SF SF SF SF 75 SF SF SF SF SF SF SF SF 8 SF. SF SF SF SF SF SF SF 8 5 SF SF SF SF SF SF SF 9 ,SF ,.SF SF SF SF SF 9 5 SF SF SF SF SF SF 10 SF SF SF SF SF 10 5 SF SF SF SF ft SF SF _SF SF 11.5 SF SF SF 12 SF SF SF 12 5 SF SF 13 SF SF 13.5 SF 14 SF Page 11 Unirac Code-Compliant Installation Manual SunFrame Table 9.Double L-Foot SunFrame Series Rail Span Span w=Distributed Load(plt) (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF Sf SF 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5f 3 5 SF SF SF SF SF SF SF ,SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF SF SF SFSF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF SF SF SF SF SF SF 5 5 SF SF SF SF SF SF SF SF SF 6 SF SF SF SF Sr Sf SF SF 6.5 SF SF SF SF SF SF SF 7 SF SF SF SF SF SF 7.5 SF SF SF SF SF SF 8 SF SF SF SF SF 8 5 SF SF SF SF SF 9 SF SF SF SF 9.5 SF SF SF SF 10 SF SF SF 105 SF SF SF lI SF Sf SF 115 SF SF 12 SF SF 125 SF 13 SF 135 SF 14 Step 4:Select Rail Type Step 5:Determine the ownforce Point Load,R Selecting a span affects the price of your installation. Longer at each connection bas d on rail span spans produce fewer wall or roof penetrations.However, When designing the Unirac lush Mount Installation,you longer spans create higher point load forces on the building must consider the downfor.e Point Load,R(lbs)on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce,Point Load, ' (lbs),is determined by It is the installer's responsibility to verify that the building. multiplying the Total Design Load,P(psf)(Step 1)by the Rail structure is strong enough to support the point load Span,L(ft)(Step 3)and th a Module Length Perpendicular to forces. the Rails,B(ft). R bs)=PLB R=Point Load(lbs) P=Total Design Load(psf) L=Rail Span(ft) B=Module Length Perpendi ular to Rails(ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. Page 12 SunFrame Unirac Code-Compliant Installation Manual ®s Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3) P psf Step I Module length perpendicular to rails .6 x ft Rail Span L x ft Step 4 Downforce Point Load R lbs Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table I 1.Uplift Point Load Calculation Total Design Load(uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 12.Lag pull-out(withdrawal) capacities (lbs) in typical roof lumber(ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Force,R(lbs),requirements. Specific 5/c" shaft,* gravity per inch thread depth It is the installer's responsibility Douglas Fir,Larch 0.50 266 to verify that the substructure Douglas Fir,South 0.46 235 and attachment method is strong enough to support the maximum Engelmann Spruce,Lodgepole Pine point loads calculated according to (MSR 1650 f &higher) 0.46 235 ; - Step 5 and Step 6. Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 Southern Pine 0.55 307 Thread depth Spruce,Pine,Fir 0.42 205 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Council,NDS 2005,Table I I.2A,l I.3.2A. Notes:(I)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to specify lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council NDS for Wood Construction. v=a= *Use flat washers with lag screws. 13 UN I RAL. Unirac Code-Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applicati•ns for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installatio s using the SunFrame systems. [3.1.] SunFrame® rail components 0 © Figure 4.SunFrame components. "'14© al ■ rim Figure 5.SunFrame threaded slot rail, cross section,actual size. Page 14 , SunFrame Unirac Code-Compliant Installation Manual :r UNIRAC ORail—Supports PV modules.Use one per row of modules •L-foot adjusting slider(optional)—Use one beneath plus one.Shipped in 8-or 16-foot lengths.6105-T5 alumi- each L-foot or aluminum two-piece standoff,except in num extrusion,anodized(clear or dark bronze)to match lowest row.6105-T5 aluminum extrusion.Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- ules between rails.Includes 3/8"x 11/4" bolt with flange ©Cap strip—Secures PV modules to rails and neatly nut for attaching L-foot or standoff shaft,and two 5/16" frames top of array.Lengths equals rail lengths.Cap strips x 21/2"lag bolts with flat washers for securing sliders to are sized for specific PV modules.Shipped in 8-or 16-foot rafters. lenghs.Predrilled every 8 inches.6105-T5 aluminum extrusion,anodized(clear or dark bronze)to match PV ®Flattop standoff(optional)—Use if L-foot cannot be module frame. secured directly to rafter(with tile or shake roofs,for example).Use one per L-foot. Two-piece(pictured): ©Cap strip screw(1/4-20 x 1,Type F thread cutting)—Use 6105-T5 aluminum extrusion.Includes 3is"x aid'serrated to secure each cap strip(and PV modules)to rail,one per flange bolt with EPDM washer for attaching L-foot,and predrilled hole.Use an additional end screw wherever a two 5/16"x 31/2'lag bolts.One-piece:Service Condition 4 predrilled hole does not fall within 4 inches of the end of (very severe)zinc-plated welded steel.Includes 3/s"x 11/4" any cap strip segment.18-8 stainless steel,clear or black bolt with lock washer for attaching L-foot.Flashings: Use to match cap strip. one per standoff.Unirac offers appropriate flashings for 0 Rail splice—Joins rail sections into single length of rail. both standoff types. It can form either a rigid or thermal expansion joint.8 inches long,predrilled.6105-T5 aluminum extrusion,an- odized(clear or dark bronze)to match PV module frame. Installer supplied materials: ©Self-drilling screw(No.10 x 3/4")—Use 4 per rigid splice Lag screw for L-foot—Attaches L-foot or standoff to or 2 per expansion joint.Galvanized steel. rafter.Determine length and diameter based on pull-out OEnd caps—Use one to neatly close each rail end.UV values in Table 3(page 8).If lag screw head is exposed to resistant black plastic. elements,use stainless steel.Under flashings,zinc plated hardware is adequate.Note:Lag screws are provided with 0 Truss-head sheet metal screw(No.8 x 5/s')—Use 2 per L-foot adjusting sliders and standoffs. end cap to secure end cap to rail.18-8 stainless steel;with black oxide coating to match end caps. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. 0 L-foot—Use to secure rails either through roofing mate- rial to rafters,to L-foot adjusting sliders,or to standoffs. Clamps for standing seam metal roof—See"Frequently Use no less than one L-foot per 4 feet of rail.6105-T5 Asked Questions... (p.16). aluminum extrusion,anodized(clear or dark bronze)to match PV module frame. . OL-foot bolt(3/0 x 1 1/4")—Use one per L-foot to secure rail to L-foot.304 stainless steel. •Flange nut(3/s")—Use one per L-foot bolt.304 stainless steel.Required torque:30 to 35 foot-pounds. Stainless steel hardware can seize up,a process called galling. To significantly reduce its likelihood,(1)apply lubricant to bolts,preferably Lan anti-seize lubricant,available at auto parts• stores,(2)shade hardware prior to installation, and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.com. Page 15 ®u I rIbiL Unirac Code-Compliant Installation Manual SunFrame Installing the array Safe,efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails,beginning with the lowest row and moving up the roof. C. Placing modules and cap strips,beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail.Before beginning,please note these important considerations. Footings must be lagged into structural members.Never attach them to the decking alone,which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 32 feet,contact Unirac concerning thermal expansion issues. Sample layout,illustrated in Figure 4 1'/2"at each end of array Assumptions:12 modules(60"x 36"), A -.. - —- --- - arranged in 3 rows of 4 modules Roof Array width =144"(36'modulewidthx4modules per row) peak Array length=180"(60'module length x3 rows) +3'(1112"end rail width x 2 rails) 34" +1112"(3"between-module rail width x 2 rails) c�CB between module rows =1841 I . i. _- I -. 1.Laying out the installation area Array t length Module Rails Always install SunFrame rails perpendicular to rafters.(These length(see ` instructions assume typical rafters that run from the gutter a/,,- Caption) to the peak of the roof.If this is not the case,contact Unirac.) Rails are typically mounted horizontally(parallel to the lower edge of the roof),and must be mounted within 10 degrees of t horizontal. -. . Module Leave adequate room to move safely around the array during width ` installation.During module installation,you will need to slide one module in each row about a foot beyond the end of the I'A" rails on one side.Using the number of rows and the number 4 „. of modules per row in your installation,determine the size of • ® e your array area following Figure 6. I r Array width r I (module width times modules per row) Figure 6.Installation area layout.Note:Module length is not neces- sarily measured from the edges of the frame.Some frames have lips. Others are assembled with pan-head screws.All such features must be included in module length. Page 16 '23 N SunFrame Unirac Code-Com liant Installation Manual esU %.- C 2.Installing the lowest row of L-feet and rail ,+h ®, 4 ' In the lowest row,it is not necessary to use L-foot adjusting _ A f� ,,E 'f sliders,even if you plan to use them in subsequent rows.Install ,�, '4', L-feet directly onto low profile roofing material such as asphalt ,4/ , ' �a�;k' shingles or sheet metal.(For high profile roofs,such as tile t,/://7 0 ,gym or shake,use optional standoffs with flashing to raise L-feet. ,'s` 4" j�'r'' ,�, L-feet must be flush with or above the highest point of the roof , 417 ��°fA f,�`°' surface.) ; � ' � �°` • L-feet can be placed with the double slotted side against the ,:, .4 * roof surface(as in Fig.7)or with the single-slotted side against .r' ,'4' the roof(which increases air circulation beneath modules). ,. ' Module-to-roof dimensions are listed on page 15 for both ar- 4, rangements. -j, ' L feet ,1 If you are using L-foot adjusting sliders,you must use / J Athe short side of the the L-foot against the roof in the Lag *t / / / / first row.See Figure 9 below. screw ♦, If you are using both L foot adjusting sliders and standoffs, '' / Always lag into slot see the upper box on page 11. ` � nearest the bend V/ in the L,foot fr Install the first row of L-feet at the lower edge of the instal- �/ 23/4" f �/! lation area(Fig.8).Ensure feet are aligned by using a chalk ' line.(A SunFrame rail can also be used as a straight edge.) Lower edge of Position the L-feet with respect to the lower edge of the roof as installation area illustrated in Figures 7 and 8. Figure 7.Placement of firstL foot row. Drill a pilot hole through roof into the center of the rafter at each L-foot lag screw hole location.Apply weatherproof sealant into the hole and onto shafts of the Roof peak lag screws.Seal the underside of the L-feet with a suitable weatherproof sealant. ,t, Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L-feet are against the roof,lag through the slot nearest the bend in the L-foot(Figs.7 and 8). , . %y. Cut the rails to your Utility slot for No.10 screwarray width,being sure ,--. to keep rail slots free j - of roofing grit or other , - __,, Utility slot for u/4^ i debris.If your instal- hexhead bolt Slot for 3/8" s`. lation requires splices, Figure 8.L-Foot fooling bolt °-,4 '�; assemble them prior to orientation. w 4.; -•,.;' ,,-� „,:4{ attaching L-feet(see"Footing and splicing require- -r �. `,, i ments,"p.11,and"Material planning for rails and i - ' �>.,,---, •' „ • cap strips,"p.13).Slide the 3/s-inch mounting bolts into the footing slots. If more than one splice -, �' ,,..i is used on a rail,slide L foot bolt(s)into the footing slot(s)of the interior rail segment(s)before splicing. p.N Loosely attach the rails to the L-feet with the r flange nuts.Ensure that rails are oriented with .:: ,^ r;r i ,- respect to the L-feet as shown in Figure 9.Align the �" '` ~' A ''~ '- r%'' ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the edge of the roof.Then tighten the lag screws. :" : Roof peak ,.. ; Figure 9.L-foot orientation in conjunction with L-foot adjusting sliders.The sliders include two , ' µms r utility slots to secure module wiring,combiner x boxes,and other system components. Page 17 * I Unirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/a-inch hex- sliders,although flashings may not be available to cover the head bolt.Note that L-feet are positioned long side up on the entire length of the slider.Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row.In subsequent rows,attach the shaft in the same manner as an installation with no standoffs. +1 '. - X''' - st;,,,, ' Pm tai i, L" ,4,:,,-...� ,:,,, ,,:m,•:- .-- : With standoffs of equal length,orient L-foot to compensate for If the standoff supporting the lowest rail is 1 inch taller than height difference. the standoffs on the footing sliders,place both L feet in the same orientation—either both long side up or both short side up. I--....—I Iy �L-foot This example assumes a rail seven times the length of the shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate Requirements 5,6,or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all end sections must be sup- motes superior aesthetics.See"Material planning for rails ported by no less than two L-feet. and cap strips"(p.13). 5. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live loads. 6. Interior rail sections supported by only one L-foot must For rail lengths exceeding 48 feet,thermal expansion joints maybe necessary.Please contact Unirac. be adjacent,on at least one side,to a rail section sup ported by no less than two L-feet. 1. Footing spacing along the rail(A in illustration above) 7. Rail sections longer than half the footing spacing re- is determined by wind loading(see pp.5-8,especially step 4).Foot spacing,must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang(B)must be no more than half the length of Rafters the maximum footing spacing(A).For example,if Span A is 32 inches,Overhang B should not exceed 16 inches. Stringer r---- r--1 Rail 7 Modules should always be fully supported by rails.In other words,modules should never overhang rails.This is especially critical when supporting the short side of a non-rectangular module.When a rail supports a pair of non- 4.4 s rectangular'modules by themselves(right),it must be supported by at least two L feet.The rail should be at least 14 and no more than 24 inches long which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules Page 18 SunFrame Unirac Code-Compliant Installation Manual if UNI mr 3.Laying out and installing the next row of L-feet With L-feet only:Position the second row of L-feet in accor- ° dance with Figure 10.Ensure that you measure between the ,'° . , _ lower bolt hole centers of each row of L-feet.Install the second r ., -`�, , •l`ln ~`` � � `Module length+'/4" / row of L-feet in the same manner and orientation as the first (hole to hole) ` row,but leave the lag screws a half turn loose.Be aware of the set-up time of your sealant;the L-feet will not be fully tight- -,,,, • , ened until Step.4.With L-foot adjusting sliders:Use a chalk line to mark the r' , ,`position of the slider center holes of the next row.The illustra- tion below provides spacing guidelines.The length of the ::'''''''' module(A in Fig.11)includes any protrusions,such as lips or Figure 10.L-foot separation.See the note on module length in the pan-head screws in its frame. caption of Figure 4(p.9). Attach and seal L-foot adjusting slider:Install lower lag first, footing bolt next,and upper lag last.Attach an L-foot with its short side up to each slider. t Roof peak —� A=module length A '' w t; Align slider A1, $,w: A " ` center hole , - -,. •= " :r to chalk line t Lowest row of L feet ;; '„,;,.4, -;--::::::::„.,= —� Align slider a (no footing sliders) •_°_` -'-= _ = A-3 1/4” center hole ;,rq to chalk line ` i A+3/4" A+ i 3/16" . A+2 I/4" Figure 11.If you are usingL-foot adjusting sliders,this spacing between rows places L-feet at the center of their adjustment range. 4.Installing the second rail With L-feet only(Fig.12):Install and align the second rail ,-- —'..:" Snug in the same manner and orientation as the first rail.After rail ,"" ; "'..: '° alignment,tighten the rail mountingbolts to between 30 and _,--1,`"<:-',7 �"`� vlpd1fe ` . "` ed 35 foot-pounds. .,-----7---': -' -t:„.;--•'••'''' Lay one module in place at one end of the rails,and snug .w'w '" = the upper rail(Fig.12)toward the lower rail leavingnogap ` 1. ~a PP g ak.a` ,° . between the ends of the modules and either rail.(If pan-head rn x screw heads represent the true end of the modules,be sure . the screw heads touch the rails on both ends.)Tighten the lag ' ' F ° " crer` screw on that end.Slide the module down the rails,snugging '` calf tum Iaas ) the rails and tightening the remaining lag screws as you go. ( ) , • ° With L-foot adjusting sliders:Install rails on first and second rows of L-feet.Verify spacing by placing a module onto the Figure 12.Position and secure top rail. rails at several points along the row.Adjust L-foot positions as needed. 5.Installing remaining L-feet and rails • All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows,follow- • All footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all • The module used for fitting is resting(but not se- the rows.When complete,confirm that: cured)in the highest row. Page 19 re U ill 1 MAL Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.11).Structurally,cap strips thru E.Rail A,for example,is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole(which occur Similarly,five 192-inch cap strips are designated V through every 8 inches,beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes.For each rail,start with the cap strip segment that crosses the array center line,and position of every rail segment.Wherever there is no prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment,drill a' -inch hole 2 inches from the end equally on either side. 4 of the segment and install a cap strip screw.(In Position each cap strip onto its rail and mark its trim point. most cases,you can avoid this situation with good Remove and trim before final mounting. material planning:) Preliminary footing and splice positions must be Structural requirements always take precedence,but usually checked against structural requirements in"Footing good planning can also achieve both material conservation and splicing requirements"(p.11).In this example, and superior aesthetics.This example conserves material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter.This prevents rail splices BD(3rd rail)and CE • Cap strip screws must align across the rails. (4th rail)from falling too close to the center of the spans between footings(Requirement 3,p.11).Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level,there is negligible the array. aesthetic loss. _ The example assumes an array of three rows,each holding five modules 41 inches wide.Thus,four 205-inch rail r Array center line I, I II II 1 I I I II 1 I -- Trim line(array edge) 1 I Ix Trim line(array edge'';-ol i F ( ii • I • • •V 112"• •,1 I I 11 X 96" • • • •I I • 1st cap strip ,1 II IE f C, 83" ;,; I'E E 122" 11 4th rail II I II I II 1 ' II I Ill II =1 II I II It II • • •W112" i iI iI X 96" • • • ii • 2nd cap strip •II If �[ III B 83" I' 1 D 122" 3rd rail • 1 I 11 II II { I : II 'I ..., '{▪ • _ •V 80" • • I 1ri I i Y 128's • • _ • 3rd cap strip • .�i • • off!'T d • •1/ A 96" II f" - w I I C 109" E 2nd rail 11�� 14'"4 II i i I_I I•; - (I'A ^ 11 I 1. t •;; • • •W go" • .1 • • ,•*, ,.f '1 1 I Z 128" • • •• t 1 • 4th cap strip 1 1 A 96" 1 1 ; .r' I I 1 1 B 109" 1 1 I I I I I I I I I 1st rail f1 11 H H i', - „ , II IIIII II Usable remainder:D,70";E,70";Y,64";Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual rigUNIRAC 6.Securing the first module - _ "- -- - �' y Gather sufficient lengths of cap strip ."-Cap strip screws to cover the length of the first rail.For _ ='` ,---17-------,„„------' ---"1; --e-- maximum visual appeal and material - see"Material planning for ,, . Permissable„-S- conservationverhang',, , rails and cap strips"(p.13). � 1/3 module width Slide the first module into final position ,., at one end of the array.Lay the remaining .. modules in the top row,leaving a gap ,��` � M about a foot wide between the first and _ "� second modules(Fig.13). y . The temporary gap allows the installer to „..- "-" ` g y place one of his feet between modules.He .,„� „ 5 , can access the section of the cap strip he -- -:" �' , '".. _ : ,. . _�= • )...- needs to secure while leaning toward the ="" ,�. . ' •° „� "' ' peak of the roof.For the time being,the "" " ` `"� ' last module may overhang the rail by up +� Do-not install second cap strip until lower to one third its width. "`modules are placed Attach the end of the cap strip with -''—Stepping gap;"ilk - the cap strip screws (Fig.13,inset),so that the upper end of the first module is Figure 13.Begin cap strip installation. secure. The structural integrity of your array requires that cap - '�M ~� �\ 11 strip screws fully engage the threaded rail.Use the cap mak.---- ,-,6 s- „ r '. strip screws supplied with your cap strips.Any substitute ____,..r�- '.. -2.Install screws '" I. *' screws must be 1/a-20 Type F thread cutting(18-8 stainless mak" steel)and the correct length.See Table 4(pg.15)to match a L 4 ; t screw length to the size cap strip in your installation. -5 �' � _� 1 s em. -"�'- Every cap strip segment must have a cap strip screw 4 ° l.° --- inches or less from each end.If the nearest predrilled , ... _ ciri t ,. �,,.. Ste... .. ap hole falls more than 4 inches from any end,drill a -- 1/4-inch hole 2 inches from the end and install an additional - ..rl� ' ,r screw. Figure 14.Position and secure modules one by one. AWherever it is necessary to make a new cap strip hole, . drill a 1/4-inch hole before installing the cap strip screw. '-°� �` `" - ,,, Y"- ' 7 Installing the remaining modules in the top row ----- 'Ati, Slide the next module into final position and install the screws = ,, , t - to secure it(Fig.14).For a neat installation,use cable ties to '� a Y. attach excess wiringto the rail beneath the flanges.Unirac's 1 1 Slide and sed cable ties can be attached to the SunFrame rail by drilling a A ,-,„...-%-_, �, � ,.. - 1/4-inch hole in the rail and pushing the end of the tie into the Y ' _ ' one by one hole. - Secured Continue the process until all modules in the top row are in 1st moil " . "�` y "' `vj final place and secured from the top.When complete,every � in ap,' r.-- P � Stepp_9 9. . .r�.r.'"` prepunched hole in the cap strip will be secured by a screw, _ -'" Tt ,,,,..l- i..,--e...F.. �.----I— and the top end of the first row of modules will be secure. Figure 15.As modules slide into place,the stepping gap shifts, 8.Installing the remaining modules row by row always allowing access to the section of cap strip being secured. Repeat Steps 6 and 7 for the remaining rows(Fig.15).Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail,securing the bottom of the lowest module row. Page 21 r- trUINIFIRML Unirac Code-Compliant Installation Manual SunFrame 4007' V 9.Installing the end caps Attach the end caps to the ends of the rails by securing with ..; the truss head sheet metal screws provided(Fig.16). CY '114k- Figure 16.End cap installation. Table 4:PV module,cap strip,and cap strip screw compatibility To ensure code compliance and a structurally sound array,cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation.All cap strip screws must be A-20 Type F thread cutting(18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length(inches) 1.34-1.42 34-36 3/4" 1.50-1.57 38-40 D 3/4" 1.77-1.85 45-47 F 1'/," 1.93-2.01 49-51Tr- E 11/4" Sharp lipped modules G I" Sanyo lipped modules H 3/4" Page 22 • , SunFrame Unirac Code-Compliant Installation Manual ®� a Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-5!clamps The answer depends on the orientation of your L-feet and with the 3/s inch stainless steel bolt provided with the S-5! the length of your standoffs,if used.See the illustration ap- See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-51 clamps,make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers'and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads,etc. Frame.Unirac offers an Oatey®"No-Calk"flashings for x"i Module its steel standoffs and Oatey®or Unirac flashings for itsIIII thickness aluminum two-piece standoffs.See our SunFrame Pro-Pak ` varies Price List. ;t}: How do I attach SunFrame to a standing-seam metal 21/4"+1/8" L}IM roof? 7/8"+1/8" A good solution comes from Metal Roof Innovations,Ltd. (MRI).They manufacture the S-5!'"clamp,designed to at- tach a wide variety of products to most standing-seam metal roofs.It is an elegant solution that eliminates flashings and €,' ;f. I Module 1r.; . thickness penetrations altogether. t ° varies Module 21/4"±h/8" 1!i y 3 thickness aa 7 ' lir € varies 8"+ /8„ IIii `fi -1Stando�height ;,p ---# (3",4",6",or7 3/8"± /8" 4 all±1/8") 4'�'. 1 13/4"± /8a .. I_ iiiiimmassamem Page 23 c . IIPUMRAL s Unirac Code-Compliant Installation Manual SunFrame • 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac,Inc.,warrants to the original purchaser the practices specified byAAMA 609&610-02 If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures —"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(www.aamanetorg)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Unirac's and workmanship for a period of ten(10)years, cover damage to the Product that occurs during sole discretion.Such repair or replacement shall except for the anodized finish,which finish its shipment,storage,or installation. completely satisfy and discharge all of Unirac's shall be free from visible peeling,or cracking or liability with respect to this limited Warranty. This Warranty shall beVOID if installation of chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five(5)years;from the earlierwUnirac's written installation instructions, for special,indirect or consequential damages iof I)the date the installation of the Product is or if the Product has been modified,repaired, arising out of or related to use by Purchaser of completed,or 2)30 days after the purchase of or reworked in a manner not previously the Product. the Product by the original Purchaser("Finish authorized by Unirac IN WRITING,or if the Manufacturers of related items,such as PV Warranty"). Product is installed in an environment for which modules and flashings,may provide written The Finish Warranty does not apply to any it was not designed.Unirac shall not be liable warranties of their own.Unirac's limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty is VOID if Purchaser under any circumstances. alBUNIR Page •l 24